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HomeMy WebLinkAbout2893 Lytton Hall Dr_ I 1 II 1 11'1' lI 1 1 1 11 1 1 1 3 v S m a C v v 2 co co 0 J I N m rn a C N 0 J CN I C v i o+ H Q N N v CO. C 0 i a 0 E CS 0 i a 0 v N 0 N M rn 0 0 Cl- CD 0 N Lo w v o EM ©� � 1:1 E L] II II El � � � II 11 ��COMP ❑ ❑ F=7F=7r7=1F=71 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SIN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALTorALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Sk Sh BookShelf BLK or BLK. Block BLWor 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 or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious finish DEC or Dec. Decorative 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 orFForFin. Flr. Finished Floor FIX or FXD Fixed FLR or Flr. Floor FLR SYS or Flr 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 KNVALL or KlWall Kneewall KS or K.S. Knee Space LAUN orL v. Laundry LAV or ay. 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 ML 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 Plt. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PWor P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing READ or Req'd. Required RM or Rm. Room RND or Rnd. Round ROor R.O. Rough Opening RS, R/S, RISH 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 SQ FT or SF or S.F. Square Foot (feet) SQ 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 or VTE Vent through Roof I Exterior W or w Washer WI or w/ With WA or W.A. Wedge Anchor WC or WIC or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP WaterProof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES 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 12-8-15 2.0 FRAME -WALK REVISIONS CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FORCOMPLETE CODE INFORMATION. 12-28-17 3.0 2017 FBC UPDATE 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. 08-27-19 4.1 ENG. REVIEW FOR 150- MPH 09-20-19 4.2 ADD 8'-8" E LEV. FOR TR EVESTA 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. ALL r * + 1_0� r • A Q OZQ 1 91 7 = { `; : • , eGJ _'7 i t • of ff 111( To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. tl! H a 1 EEo O U O pip N N # O N N CA P.-In N LL at , # m N U)n- J W LL - 6. a 6 M co W to a ce 13 J LL _LL C O a ce zo _ T. (0 L� 8 Ci F 2 0 O W o.mN� 00 M a'�' W Z (b C!, � N ❑ a LI) U J z N Q ° 0 OHO W c z z Z o Q J _ M z (D o � 0- LL 4-1 ro W Q A U �p 0 Ln LL,O r J U L J E � I 8o o Q cQ o s�o o C> M w C co Z Z o ofQ Z � J LL d L � w o w 7. w z > R ¢ n Z® oa l0 ii. go KU o UO -Do) Z o o ro ao�¢ °dz Q wz L p U m f c) sz Z Z <W cn z � I p zz at/ Q w w W U �� o Ff c o z_ wa �o � zla ar o 3 0 CV = > .� �o 0 (D CD _ � T Q U i C) /f Co co r O CV O > . C\V T T i CU � ai w (0 00 CV N o m T y Z z E a 0 U � Q p � JOB NO: 20-6222 SCALE : AS NOTED SHEET NO. C S 0 v General Notes HEADER SCHEDULE R302.5 Dwelling/Garage Opening/Penetration Protection. MARK HEADER SIZE REMARKS Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections H1 (2) - 2X6 #2 SYP W/ 1/2" R302.5.1 through R302.5.3. FLITCH PLATE OR302.5.1 Opening Protection. Openings from a private garage H2 (2) - 2X8 #2 SYP W/ 1/2" directly into a room used for sleeping purposes shall not be FLITCH PLATE permitted. Door between garage and residence shall be equipped (2) - 2X10 #2 SYP W/ 1/2" with solid doors not less than 1 3/8" in thickness, solid or H3 FLITCH PLATE honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the H5 (2) - 1 314" X 11 1/4 LVL garage shall be constructed of a minimum No. 26 gage (0.48 mm) 2.0E Fb=2600 PSI sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl (2) - 1 3/4" X 9 1/4" duct board, or other approved material and shall have no openings H6 LVL 2.0E Fb=2600 PSI into the garage. R302.5.3 Other Penetrations. Penetrations through the separation H7 (2) - 1 3/4" X 16" required in Section R302.6 shall be protected as required by LVL 2.0E Fb=2600 PSI section R302.11, Item 4. H8 (2) - 1 314" X 7 1/4" R302.6 Dwelling/Garage Fire Separation. LVL 2.0E Fb=2600 PSI The garage shall be separated from the dwelling as per the following: (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for . From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or R.A.G. Bearing Wall Call Out When equivalent applied to garage side. FLITCH PLATE q PP • 9 9 59'-4" Straps are Required • From Habitable Rooms Above Garage - Not Less than 5/8" * 15'-0VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED Type-X Gyp. Bd. or equivalent. ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND • Structure(s) Supporting Floor/Ceiling Assemblies -Not Less 37'-8" 6-0"" 10 REQUIRED STUDS than 1/2" Gyp. Bd. or equivalent. 21'-5" 16'-3" 5'-0" -0" • 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. WINDOW SCHEDULE R312.2.1 Window Sills. A In dwelling units, where the top of the sill of an operable window is S3 O R.O. CMU R.O. FRAME located less than 24 inches (610 mm) above the finished floor and 35-SH H.B. SIZE (Flange) (Fin) TYPE greater than 72 inches (1829 mm) above the finished grade or 12 20 x 26 other surface below on the exterior of the building, the operable 18 X 25 S H window shall comply with one of the following: 1. Operable I Lu Lu %7t 13 20 X 38 184 X 37 S.H, windows with openings that will not allow a 4-inch-diameter (102 Z JZ 1r1� p I mm) sphere to pass through the opening where the opening is in --`�Y 00 1 = 14 20 X 50 1 18 j X 50 S.H. its largest opened position. 2. Operable windows that are provided N= �W TILEI I ENTRY _ with window fall prevention devices that comply withASTMF2090. 04 3 b 15 20 X 63 18 X 62 S H 3. Operable windows that are provided with window opening 30'-0" � 1a'2'-3" 1 8'-0" FLAT CLG. control devices that comply with Section R312.2.2. I 16 20 X 72 18 } X 71 S.H. 1. 4'-0" \ CAFE = 1 11i2 27 1/4 X 26 26 X 25 S.H. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 FAMILY ROOM CARPET WK All doors and windows providing direct access from the home to VAULT. CLG. 1113 27 1/4 X 38 j 26 x 371 S.H. the pool shall be equipped with an exit alarm complying with UL VIM CARPET I ► 2017 that has a minimum sound pressure rating of 85 db at 10 C7 N 1 H4 27 X 50 26 x 50 S. H. PATIO � _ _ _ _ _ _ _ _ _ _ _ feet. Any deactivation switch shall be located at least 54 inches \\� m W H I I I 1 H5 27 1 X 63 26 X 621/2 S.H. above the threshold of the access. Separate alarms are not C7 n n required for each door or window if sensors wired to a central O----------------------------------- I I I 1H27x72 6 t 26X711/2 S.H. alarm sound when contact is broken at any opening. E � - - - -- II 11 I I I a I 22 37 � 2868 IIc� I I I I I X26 36 X25112 S.H. ti J �Ru I M1507.2 Recirculation of Air. I Exhaust air form Bathrooms and toilet rooms shall not be Iil¢ I I I I 23 37 X 38 36 X 37 3/4 S.H. recirculated within a residence or to another dwelling unit and shall ULILINU 2:12E� I cQ,� A_ -- I l t I I I I 9 I I I 24 37; X 50 36 jX 50 S.H. be exhausted directly to the outdoors. Exhaust air from bathrooms I -0 1FLAT CL .. IL v� I I I I and toilet rooms shall not discharge into an attic, crawl space or - TILE I I I 25 37 X 63 36 X 62 1/2 S.H. other areas inside the building. 9'-0" T-8" 2'-8" 4'-3" 6-10" T-7" 1 20'-9" I 8 26 37 X 72 36 } X 71 1/2 S.H. OPT. D OPT. I GAS APPLIANCES 5'-0" V-785G DR ER VENT - -- - - - I I I I I DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. G.C. to verify location of gas riser before commencement of work. S3 TH RU ROOF HANSON BOX @ I I I o Where gas water heaters are installed. Water heaters shall be - -- - 36" A.F.F. - b installed a min. of 18" above flr. t where ,00 I I I O rp N 32 54X26 52X25} S.H. Per FBCR G2408.2. Except appliances that are listed as flammable vapor PP ignition resistant. P L-----------� *- o FIBERGLASS EDGE OF SLAB 2" °� I I I 33 F- ti - F----------- -) S.H. � ( _- - � BEYOND WALL I I I 54 X 38 � 52 � X 37 M SURROUND 1 (4) 2x4 #2 SYP N 10 M I D.W. 1 o o I I I STUDS W/USP G i 00 K 2-CAR GARAGE I I I 34 54X50 52X50 S.H. 'L - Z` - J e ' I I I 35 54 X 63 S.H. _ S3 4_.„5►NKw/pISP - S3 8-0 FLAT CLG. 1 �' I I 52X62 OPENING PRESSURES HTT4@ BASE OI 2,16„ 2,_2, . 9 2$ 3' 4„ 5-s4 T I I 1 I I o ENCLOSED- EXPOSURE C A I I I o 36 54 X 72 52 X 71 S.H. �� � OWNERS I �4ITC - J��'H N 1 T H E N -' /`1 I f 1 I I I 39X59 40 X 59 N/A S.H. (,& +29. 7/ -30. 8 © +29. 7/ -39.2 I � - ' I K III I III III DOUBLE 39X59 79 X 59 N/A S.H. SUITE 9'4'FLAT CLG,. 8'-©" SLAT CLG. ©DE +28.3 -30.8O+28.3 / -36.4 PANTRY" TILE TILE 8 „ FLAT LG. o +26.6 -28.0 +26.6 / -32.2MLT CLG. RANGE L- 'n= -- s 30 w s ,- - - 00 S3-------- -- TYP @ 1 STORY TrtE - - -- 00 `-° O SEE SN SHEET O SEE SN SHEET --- CV 5-SH O O -- L A HA L = R&S 140 MPH Ln - - - - - - - - - - - - - - S3 60" X 36" R&S 2668 NOTE: WIND SPEED INDICATED ABOVE IS AN --------------- 3 9'-4" FLAT CLG. 8'-0" c4 SHOWER �N = "ULTIMATE" WIND SPEED. THE WIND PRESSURES 0 8'-34 io 3 -8a 10'-4" CARPET 4'-1" V-3" 1 LISTED ABOVE ARE ALLOWABLE PRESSURES FIBERGLASS r� 0 4068 B.F. "' SURROUND ,��� A SOFFIT DESIGN PRESSURE +34.0 / -44.8 TZ w 4068 B.F. S3 O12'-�' (0 4-SH (00D A `� w 5 -321� 1 V-4" N N 2'-4" N 1 11'-10" 3'-0" g,_83. 1 2668 BEDROOM 4 co WALL LEGEND 8'-0" FLAT CLG. w = 00 - - -------R&S ---1 2668 0, BATH � I CARPET 1 w M C T MASONRY HGT. @ 8'-0" A.F.F. <; $'-0" FLAT CLG. G TYP. 2x FRAME WALL W. I. C. - iTtL€ TB "b°° A m a) r` 8'-0" FLAT CLG. -_00 �i o CARPET I BEDROOM 2 �, I BEDROOM 3 I INTERIOR BEARING WALL 8'-0" FLAT CLG. I 8'-0" FLAT CLG. INTERIOR BEARING WALLS NOTED "FLOOR BEARING AC PAD ___ __ - CARPET CARPET ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND R&S __. REQUIRES NO UPLIFT CONNECTORS TO FLOOR M �'- -- 4-SH Tp- - - EGRESS I EGRESS I I SYSTEM 25-SH 25-SH H.B. AREA TA B U LAT I O N A O O S3 1 ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 30'-10" T-10" 20'-8" 00, 10. 59'-4" GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 FLOOR PLAN ELEV g 1 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: %4"=V-0" GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED t1'llli ' ' IN % n J . 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 W Q V To Epo co m O 'I U N N 0 0 V7 N J Y CrII-1 u- 5 4t m .. Qlu- Cn r 10 li -1Ii Mp f7 Wd ILL 7 Vl- a O� jcZ pt�mZ� O13 ��pW a N O O Z N M a U0 � OU W Z N th z Q N M �N z LL � U O w w Nr Ly N ^ ::D V w m � J E 2 8 r I Q N s Im LO o � M w z Z o< of EI C�L0 E V =o �0 oLL �� Q� =® oa z Ia _ o o U pao ao < z U0 O rz w z 0 <o w m o z ru N C J y U N m Ott Z Q W W N a 3 a � T � ¢ 0 8I LL Q g Z g° a mF F r U 2 oLL Z a = 3 lllllllllllll� o c0 f w 0 �O a OU3 sT zed ° N � C O U Al m WCU O CV O .� J NLO r C.0 C4 � oo CV T- m w T C4 y o Z Z E E20 c a. 0 _j Q 0 JOB NO: 20-6222 SCALE : AS NOTED SHEET NO. 1 3 cjo rn r 2 0 I 0 N ED L C N S CO 0 CNJ�, I O C N / 3 Q 0 0 a E E 0 c J N LZ V v 0 0 J LZ 0 N N N rn 0 0 0 N N ci v 0 Cn W m v DW I KITCHEN ISLAND U) w_ MEDICINE CABINET C 0 fV I I i I I�I H D 00 i � N i I I RANG E I I KITCHEN 0 I y Lj ;i I 0 CV i0 N OPT. REF. KITCHEN MIRROR 0 O n i CM NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR SHWR. CURTAIN ROD o 00 OZ OZ ILL O > CV > M CN CY) M M 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER i HOLDER N FIN. FLR. TOWEL BAR ON BATHROOM WALL `n o ch SHWR. HEAD TOWEL BAR IN TUB OR SHWR. SHWR. o o VALVES SOAP DISH q BATHROOMS, SHOWERS AND TUBS O TUB DOUBLE RODS M OWNER'S BATH c OC MIRROR 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 CABINETS - o COUNTER TOP 30" H BASE -1 CABINETS - 00 CLOSETS / LAUNDRY u— rIN 7 LO LL 1 1-211 r a = O 2x 00 FRAMING rIN - o 0 1 /2" GYP CV BOARD FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER 0 04 N FIN. FLR. CABINET BLOCKING SCALE: 1/2"=1'-0" 1 .fY �.J i C. 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 Q v EE o� 3 r� (gip N 7! o (NCO H h In 1" - W J d N (h c+1 LL J Wc . LL rn WLu am Ile 0gmr0opof ZW. V W N 0 ¢a 5 T0d NO �=LONOLL Q U ,�O zN o" ❑00 W V M � Z N Ih O Co Z W NN Z O 4 Q Q N f� V f7 N z a (-D o o ° U O — C U w J I co co ® Q c ¢ w Z Cl)co J z 4 � a E z �� w= zo Q� z® oa $a '� Uo l'- ¢iz zC" O CV oZ�� ao Ui o� m� �z ZF z � C.) m �� ¢ w zz � > of �� go �w Wa a C..) ¢f o w 3 o wa �a zIa o 3 �N a = L O � '- Q C:) U co co v O N T C)O O .� J N T I\CIO T LO r + 0 N r 00 E c T� N o Z Z E Q vi a E v � ¢ o C JOB NO: 20-6222 SCALE : AS NOTED SHEET NO. 2 f�f cc 12 5� _� •Jim.- Imil.- - -- —mow- zlaw ■__ ■ �i (I I� IM MEME! FOE. - FRONT ELEVATION - B1. 24'-0" RIDGE VENT - - - T.O.M. 12 4 - - - HDR HGT. TEXTURED _ CEMENTICIOUS U. r FINISH ON C.M.bo co 01 (TYP.) ifl 25 SH 25 SH ---- ------ ----------------------------- ------------------------------------------------ LEFT ELEVATION - B1 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. • rrF�r�` 1r �V . 041 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 - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W F `Q CJ 00pp U N N it V N LL y� �r- -0 LL a 13 au Z MM W . J LL LL a s �-6� 0W L 0 2 m O CO � i LL ��ZWOLI) O ZNc� ..0 — ° ❑❑❑ W V M � Z N M z 0 Z o ad Q N m z �N � o _ � 41 (� cn w m � a m U O N w g0011116 C N U c F— — E r • U 'o c Q N rn s� ti O CID f z M M J p Z Z 1 LL Ci m zo ro dE o� Za ❑a � rot _ E� O 00 O O clip i i w 0 ¢ aw Z n7 U) -xr Z ¢°� o1 0 '0 O zF Z ai J w m <p Q W �Z aL`ni Q $ w0 z gZ a nw W oLL 3 w x O co ¢ d F 0 - za u3 0 04 = 4 > d' cc W `J .� m (J0 ir• U /O� co .� N J T T LO r (4 rn T- (0 oo N E 'E N o Z E O N U o c d —J Q 0 1 -J JOB NO: 20-6222 SCALE : AS NOTED SHEET NO. 3.1 12 5� 12 �5 V-10" 1 6'-0" T.O.M. ----------- HDRHGT ____________ EXTENDED OVERHANG TO BE M M � CENTERED ON DOOR 28'-0" RIDGE VENT TEXTURED o CEMENTICIOUS00 FINISH ON C.M.U. -1 00 N N (TYP.) CO 25 SH 25 SH 5068 SGD F.FL. 61 REAR ELEVATION - B1 SCALE: 1 /4"=V-0" 12 �5 T.O.M. --- ---- --- HDR HGT.---- ----------------------------- ----------------------- 1'-0" - 2'-6" TEXTURED o - CEMENTICIOUS bo 00 FINISH ON C.M.U. co (TYP.) ---------------------------------------- - - --- TEXTURED 2,-�„ CEMENTICIOUS 70, FINISH ON C.M.U. (TYP.) 35 SH F.FL. _ RIGHT ELEVATION - B1 SCALE: 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. 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. 00\111U111t11111, 11 J CJ44 �ROF•ESS\ 1` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W Q pE pipp p U N N ik 0 9 J N y� Q �F- a LLJa LL ej M M LL LL a s X Z @�� � 0 z@� Imo J 8�mrn W Z ILW co o f a W CD N co M Z O J z ° 0 ❑D❑ W V M N z � Cq Wul= N M n M O LL U � W a C21 N 0 toLn � cn U !— E f0 I � U o • ti CAD CID M 0 � zo }N ZN OV E O Zo �o ao K ❑a Qo i a N O 0 W i N � <z xxU vim mo Z� }Z Z <� �Z N w ¢� O � U W a � O a �w aLL Z =3 h o J w� >O (1111111' c0 � za a o3 �N 0 = wL a N \ N co A+ m o r%_ T O N O .� N J r T L0 T (O 0 T ai (0 00 N N o E cc Z c 3 r E C:) N Z d E U Q p JOB NO: 20-6222 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12' CAP CAP 2 2" *NOTE: 1„ iv FOAM TO BE USED 1" RADIUS Cl) ONLY WHEN 1/2" RADIUS M REQUIRED BY 3 1/2" RADIUS +-1N j. COMMUNITY 4 1'-54" iv co SPECS. IF NOT, i� 4 RADIUS C0 DETAIL TO BE 1" 2" OPENING VARIES 2" �2' BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF VARIES 1'-0" z' SIN �- OPENING VARIES 0 22" _ VARIES M 12 VARIES 1 1/2" RADIUS T 4" 42„ 2„ 4" 2 1/2" RADIUS 34, 4„ LO �'T N M�j mod, cD c�N (D MI-1�� ^00 CD VARIES 12" 32' 11" 32' ITN 3" 2° 2" 1" 1" 1" BASE BASE 1,_$„ 4 , • O 4 y N N O N 2 *NOTE: VARIES 8" 2" FOAM TO BE USED 3„ ONLY WHEN REQUIRED BY 1'-6" � COMMUNITY = 1" SPECS. IF NOT, 1" OPENING VARIES 2" ' 1" V-4" ff DETAIL TO BE 2" 2" —'r'� BUILT W/ STUCCO. 24' • EDGE OF OPENING �--� 1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these rn " 1 �„ N drawings comply with the Engineers Florida Building Code - v •I,.r-+ 'I,j• � ^M Residential6th Edition. Engineers signature and seal is only for 10" 6" Engineers signature and seal. e structuralengineering portions o the drawing pages bearing N F cSE Nco co Q O 8 N # ID - C q) m J # u. O O ,p J N LL N �� M (h W N C -C CD a N J LL a d up LL IN C7n L m o it m 0 6" W W W 'o��rn IT co J 42 CV 2" Z co N O p N 0 1„ 2, 4„ 3„ 2„ iv > > LLW N M ¢ v o0 -� N Z O U ❑❑❑ of W N 1-1/2" THICK 1 cD M m 3�Lo z N rn 24 =1N z M z o _2'-4" 1'-10" =v Qae 5�' 1, 5„ 5�" �„ 4„ N C m 54„ 1, 4„ 3„ N z 00 4� -J IN M � — u- � ��• (� w O U 4„ 1" 12" VARIES VARIES 0 w ` C� V) V) 2 w o U) 21„ _U / Cr ' J 8 G> �M t > r VARIES VARIES c —Q rn 4„ 8„ 1 „ �,��' r o z O F;O. a c 6" 4 KEYSTONE F11 0 = r--------- _ Oe rn KEYSTONE F11 Z ram- N cv OPTIONAL C E oa p. .,� OPTIONAL � u <= w r 7 00 CL C14'46 • 2 44 iD R r 3" o I o a 4a' 3„ 4„ N I w o w Eo + Iy 4" GARAGE DR. OPENING 4" 4" WINDOW OPENING 4" a' @i Q mo i�f _ C rq Ji a ° zz • INSTALL OVER STONE, TYP. 8 Q o E -- NOTE: x • FIN. TO HAVE TRADITIONAL Q LL -z VARIES LOOK & SMOOTH FINISH <o J , • FOAM/ EPS MATERIAL IS w = 3 y ACCEPTED � o wF o co o o _ L`' NOTE: v % 3 • FIN. TO HAVE TRADITIONAL LOOK & 1'-4" o v SMOOTH FINISH 14 1'-64" 14 1z' 3 2-11 CV c 2" • FOAM/ EPS MATERIAL IS ACCEPTED 5" 41''12' S4' > L c 3' g" 7„ N y 4" 3'-0" 4" l`----1m 1„ 0101, 1'-4" 10" cv o co 00 CD L7 1„ o - CDC14 T O N C14'Q6 +r Q V N T N \ o m > N N o 0 00 o v T ii z a ih c0 z E m f6 Eo a :: c o 'Qy, d U � Q 0 1" RI • - N 1„ o 12, JOB NO: 20-6222 SCALE : AS NOTED $ N GENERAL NOTES: o SHEET N0. o -ERE o • 1.5 LBS DENSITY STYROFOAM POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 0 N I___ ! _I _. "_1. 1-1 I. � "fn.. I 1 L1 1 III t _J_ ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER 00 #I4 copper to lights & outlets 1 200 10 #12 copper to 20 amp ckts 00 AMP 10 #10-2 copper to WH 10 #10-3 copper to Dryer METER M T 210 or 4/0 SER Alu 200 amp 150 amp IT POWER CO. FEED INTERSYSTEM BONDING o TERMINATION PER 71 NEC 14, 250.94 —I Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FF DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET fa DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN ;Q EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER _Q ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT GFI H.B. FOYER_ CAFE FAMILY ROOM ` 12 PENDANT AS \ PER SPECS `— — — — — — — — — — — CH AHU W.H. ROUGH -IN FbR \ \ 7'-0" T -,- - -- \ OPT. CLG. FbN/ LIGHT \ PRE -WIRE 1 - OPT. D.PFI W. - I � \ OW, R'S I �lJ ITE 6 ' ROUGH -IN FOR I OPT. CLG. FAN/ LIGHT PRE -WIRE H.B. GF L_= --- J GFI F VP gjS.Dtlz I - - DW I "� .SINK w/r DISP 1 --- JpRD15fOS U.C. $WITCH �. F RANGE -- GFI GFI GFI o DEDICATED RECEPTACLE FOR MICROWAVE RANGE G HOOD PER SPECS W.I.C.--� ROUGH -IN FOR OPT. CLG. WN/ LIGHT PREIWIRF BEDF4OOM 2 S.D H) I _ ENTRY I WP " ,UGFI I IRRIGATION GFI @ 44" A.F.F. I------------ I- Ik�� II �I I II /l I I I 1/ I I I L_ 1r I I �\ I I GARAGE \ GARAGE DOOR \ LIGHT AS I GFI \ PER SPEC % I 44" \ )-A.F.F.2- R-GAR-A � I Q I ^Ua I J0U I }� �U I I Cr wJ I W GFI @ 44" A A.F.F. CS. qP I EDROOM 4 �� � ROUGH -IN FOR G , ROUGH -IN FOR LIIGHT PRE-W REB E D �OO M 3 OPT. CLG. FAN/ L \ LIGHT PRE -WIRE dC \ VERIFY METER LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-B1 SCALE: %4'=1'-0" 0 0 N N 0 rn 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H a E go 88 cO NNit C y N N CDU- fA 7 U) J W . uS; LLoO MW MLLILL m0"0L a W CZ X OQM m �pjQ' (ncc)NZNCl)OLL Nar°n U W OcU❑00 � V M .�- z N frl o� Z C N z o � Q N - N z 9 � o � LL Cn � a i0 V 0 w g Ly N IN L I y s U Gi wj �LE , U o' a• N sm ZM M i O Z U_ Q E � z o o 0 W z Z 0 Z E u14 <0 �_ CL o o a �0 p` a s <o _° SZ o Z wZ o � IZ ZN� - j � J Nm �m a w �N U)ti Q� �� Z Z go �w W �= aZ �O o c0 V wa is a °3 �N 0 = ^L' 0) m W \ .� m C.0 � 0 cc N �.._ O 0 T T LO T C0 c T (� 00 N E m T N o Z Z E H Nc a- U _j Q O JOB NO: 20-6222 SCALE : AS NOTED SHEET NO. 4 _ ! II ± I E FIT, 1 1 I ! 1 1 I ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Bl SCALE: %4"=l'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA I LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA I SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. ? i�M �F w w 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 ip Q ppE cc Co O N N # v : � a) # U. N 'n W J W o LL J d LL QNM7 Zme aa' fn J LL LL Lu s 0QzR r 2 o WOO W o�0) ¢ � ¢ a Z us e0 N O w O rn N Q 0 :D U O W U M Z C' pN� pqM Z W N Z o Q � J rz IV m z a � aXC/'1 o V 0 Ln w s U w _ I N U 0 H c U) Q • �Q tm o w MN M ¢ o Z 1 z E i o az � > o Zs a oa l` @ M � � 0 0U OK Q Z O i az ¢❑ wz Y� mE .�J 7 ru Zd YZ U w0 ZW J ap 6W ZZ oa 5°0 W d � i`LL w a mF r� V oz i O JE p F v Z< 3 .° N = >cc cc > 0 . _ Co Cfl � CU 2co v1/ i1 a) N r O .. O N r r T N T 4i w (0 0000 (V o E Z E d E U _J Q p c J JOB NO: 20-6222 SCALE : AS NOTED SHEET NO. 5 3 v, m aci co 0 O J I N m rn C x CO co O J I N c :o i v+ Q 0 0 CL 0 x c c J N N 0 U i N 'O d a C UO O J ta.. N N rn ai 0 0 0 a 0 cV O N S co Lj Or m v' to c c 59'-4" 7'-1$" 5'-2$" 6-0" 2,4" 5'-2" 5'-l" 64" 3'-0" TYP A L 2'-6" x 2'-6" x 1'-0" S3 HgT S3 W/ (3) #5'S E.W. ■.................. �............... CN �_ _■.... ....................■ r INDICATES FILLED CELL w/ 3000 PROVIDE /2' x 9" �' (2) #5 S PSI CONC. GROUT FROM FT. TO RECESS FOR FRT. DOOR 31/2" SLOPE STEPS AS BEAM W/ (1) #5 REBAR VERT ( ABOVE SLAB TYP @ ALL in TOP OF CONC.I PAVER TO BE 4" I in BELOW FIN. FLR. 2'-0" 4'-0" 2'-0" 6'-0" 4'-6" 2'-6" 1. LO REQUIRED PER FIELD I �0'-0" I PLACES SHOWN HOOKED FTG. I CONDITIONS DOWELS 5" EMBED W/ 25" EXT. CJ ABOVE SLAB "GRADE 40 STEEL" CJ C _ - NJ ■ ■ ■ ■ ■ F TYP - PROVIDE 1 Y2' RECESS I FOR SGD. REFER TO HVAC CHASE I AHU - o L MASON'S SLOPE FOR 77 WIDTH ;n BASED ON LOCATION / W.H. / I: °" I I I I i� 1_ I (2) #5 REBAR �3 1/2" I 32'-84" `� _ 4'_g$" VERTICALS w/ in FILLED CELL 54" 3'-8" 7'-8" 1 2'-1" -31/2" I SLOPE I G ; ; OPT. I I 0o 10 S3 I CJ r-- — — — — — CJ CJ t �— :: r I : C J b I jD] 1 i b N _ — — _ _ -f,; I............ III ----------- —_— ; .L.......... I�===�-------- ICHASETO ■ EDGE OF SLAB 2" ° BEYOND WALL J KITCHEN ISLAN _ : LOW WALLS 00 i ISLAND 2'-6"x2'-6"x1'-0" I a J'.II a �t 1 1 I S3 ; D.WJ W/345E.W. CJ �L --*J - -- I b G SINK w/ DISP r ] I K co ; I S3 o 23'-11" 2'-10" 4, 14„ • "' ] I I I (2) #5 REBAR ° K VERTICALS w/ in FILLED CELL _ CJ : CJ CJ I f I ; °° -- -. T ------- — — ------ . 0 0 co I M ap 13'-5d' 7,_2„ , ■ ici ° / CJ j t CJ CJ 3-1/2" MIN 2500 PSI CONC 0'-0" /f I gib° SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER ( ■ a° ; : ; : ; ; ; :: ; : a (3000 PSI CONC. SLAB FOR I HERNANDO COUNTY ONLY) 0 • I� ccl I �r ................... ........... .................. ]_j .......... ............... . .. .. .. ....... ..... . ............................. - - - H.B. A 3'-0" S3 7'-2" _ 5'-2" _ 6'-0" 6'-0" 3'-0" L 3'-10" 1. 4'-0" 1. 3'-10" 1. 4'-8" 4'-8" 7'-8" 3'-4" FOUNDATION PLAN MONO — ELEV—B1 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 CONTROL JOINT DETAIL SCALE: 3/4" = V-0" —#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 ��; ; • ;r,; ��; ; �r,: • ��,: •'�� cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" :> t_ ••� - �{ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q E Co M N R R a � N ik ci C N N O 0o LL y # Q) # y� V7 J LL � nw LL 04 a °' Z �LU °LLL -c O r m o 0 0 �! y._ N m M W �2pjO' o Qa Z LL 6 0 N LO M Z 60 N J c W V M � 7 0 2 z Z o U) N rz n M z o U �l1 s LL T N w � p a m V 0 w g N Y to U di LU • U o � ¢ 0 N M o CC) w M i O Z < U- cd a E of o �° � o Q� Z® oa z O C 0- ._° <a ao °z WZ i ¢o ¢w m0 Nx U OK Zr z = J m <� Q W zZ a 3 a °off gz mw W v 3 0 �0 �G O �z Jz w¢ ° 0 yO Mj CD co V zIa aF O° 3 �° N � n' a; M N W ■ °O iD /o Q C U Q O ^' m co L O CD N O 0 / .� N r T T T Co �J r Co 00 N m r N o Z Z rri E U a -j ¢ p JOB NO: 20-6222 SCALE : AS NOTED SHEET NO. 6 I 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 1 112" 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 1 112" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 1Od x 1 1/2"& 8-1Od H HTT4 1 3610 3105 5/8" ANCH. /(18) 10dx1-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 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 3 112" 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 14-1Od x 1-1/2" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-1Od x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-1Od x 1-112" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-1Od x 1 112" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10-10d SPT22 735 8-1Od SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 12-1Od x 1 1/2" 1 HHCP2 1 680 1 570 1 (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 (A) OR 2 PLY :ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('*). 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 1 OR 2 PLY CARRIER—� (A) INTERSECTIONS. SPLICING / 2 x CONT LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1 (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. SEE SHEET D-1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-131 SCALE: %4'=1'-0" i Rpa��l © �. 1JU 21 � 1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Co 0 C R 9 �p J N N 7 m In J W cn�• —0 LL J d a LL M LLl LU co LL LL d a Q' Z 6C 0 W L�°o K00 CC mom¢ W ocoN� IL Z 00 10 j C) ¢ O ZN Q U f- O W Z N f7 z � $ z o Q ? rz � N t/) - z _ o � a w m U LO C N U w ni U o °� C2 U) d N • ®0 sm P— C --) w Z M o z i LL. J Eg z O o wz z o Z ❑a cc z _ CD°dowZ a¢ �a I ¢ �W m� v C/) Q O O Z Z z (n Jj m ,jam 2 �N Z Z � j' d ? O M ¢ < U Z C w x c� 00 c0 < 'O a �t zla N (V = ;, DC > O > ^ O O U co \� CD O CN C) T LO f C i .0 c T 6 w (0 00 CN CV o E m c r N Z Z E O cc FLU E 4 -0 16 -00 c c JOB NO: 20-6222 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / • O Safe verticalload Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS l� New IE ' I 8F441B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T FORM k GROUT SOLID } CV JQ O O %5 BAR COW. 8F12-1B/1T O V' LINTEL DETAIL SCALE = N.T.S. i e E [ € F° F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY w H J 8F 16— B/1 T < a tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS ci -P precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #SRE MIN. R (1) 1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL 4 ° ° ° 4 ° .M.U. #5 REBAR AT TOP °d ° a GROUT MIN. (1) REQ'D ° 1-1/2"CLEAR , D D a ° ° 4 < n J Q G in ° 4 C.M.U. ° 5 REBAR AT = T to w BOTTOM OF �- U)- w - 4 o LINTEL CAVITY o uJ 0 U)) w /� \ -BOTTOM O¢UOZ U'L REINFORCING a ¢ (7 M cr LL 7-5/8"ACTUAL PROVIDED IN LINTEL Z O w n p ( p ¢ -' Ci 3 i #5 REBAR AT BOTTC v. C AS INDICATED ' NOMINAL WIDTH (VARIES) U)� fr m <I ` LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to 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 plarddetails 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 OF T-10" LL UF U 4'-6" LL 4'-6" LL 6'-6" LL MIN. 17'-4" LL LF � 5'-10" LL LINTEL PLAN — ELEV-131 SCALE: %4'=l'-0" IV . te. .ytl.f t} jt „p0�. 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 f a E 8 N Lo N CCy C LL Q m N J # 'D di to r� - J d aajMM y; w LL 25 a a Z J d< 0W O f0:v rn°o� = m 0 J 0:' 2 W Z LLW ° o M M Z D N U Ln Z �� ❑0❑ W Z g z Q N N Z v _ LL Cn � a U 0 w 9 to N ' 3 U wco � J E U 0 c U) 8 00 0 �� • 10 s co M 0 o z LL EEO = zo o° z'o Z® u <= OU o� IT'6 _ X pQo 7 O o Z O E CD N n z wo a o d Z rw -2 >_. r0 C C o� w� m � O O� z Z t/1 N °O z z d Z WOWCD y Z �IH >0 o CD Wa a � za 2N 0 = > DC L > C Al m 0 04 04 V J N T T LO = to co')) r N N 0 m Z T E Q iri Z t0 C m o E U J � Q o C J JOB NO: 20-6222 SCALE : AS NOTED SHEET NO. 8 L 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 P RESIDENTIAL OR GENERAL AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR B T CONSUMER USE, SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED 0 REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5, GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 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 ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, 1.3.3. 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. . SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 1 �„ GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" (FBC-R R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. +/- 0.18 ENCLOSED BLDG INTERNAL PRESSURE COEFFICIENT= ) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB, FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 140 MPH + 29.7 PSF / -39.6 PSF END U.N.O. (END) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED WI CONCRETE IN ALL STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 5B 4.3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 9x7 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16x7 +25.2 PSF / -28.1 PSF 4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7116* STRUCTURAL IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF BBOARD LACE OF PLYWOOD IS TO HAVE SIMILAR OR ON STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD PROPERTIES. GREATERSEC 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 718" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: �� 1 FASTENING SHOULD BE TYPE W�� 14" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y811 SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148",16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR WETS OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. AND TIE 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FAST FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4.5.7. CONCRETE EMBEDDED'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR M ICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 7' BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate I 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. Irri ationlsprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete over o r and mortar along the foundation perimeter must be removed be ore exterlorpso, treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, Including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. ,:4:i;�Ictjf To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M F Q Eo N cp Co U N # (0 N f V 0000 it # Q u� r- L-L a LL y M M W N as 10 ALL � Z @ � �, 0 L�� Imo W o' @r- min r rn ¢ W LLZ U) a W N z< N Cl)Q Z N U FO J �v ❑❑❑ W Ur N (+> z Wr, N z C7 0 a--' U cn 0 w s CB U LL, S = U z • U 0 c a' ¢ N 0 ® Q o w Z co M LL_z0 a. E OO 0o w0 z 4 Zo _® oa E m o cu CL o N X U as o ¢o � o ww t ¢o L =3 N � C - z AY Im mg o O¢ >Z z J a zN Ul Q �. ? Qw 8< ¢ ZZ go d Z �F W �z =3 CD Jr wI �X >O a co za 8 2N 0 = nL �, m W m N U nC W m o N r O 4- O T T- I CU rn T- ai w (� 00 N N o E z E O N fC a EaiC c0 ¢ o JOB NO: 20-6222 SCALE : AS NOTED SHEET NO. S N V CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE J 15/32" CDX 00 PLYWOOD OR + 4- z W + 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel 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 ,Hood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap —I /. 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or--20 sinker 11 lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H 5'-0" STUB -OUT FOR GAS METER O CV H C G \ O O O U) a 0 0 9 ' O LID � v O_ • 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. 1 U-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1 SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 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 Q \ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED D DIMENSION OF LARGEST HOLE IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 900 HOOK BOND BEAM w a STD. 90° CONT. #5 BAR > I 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 4 —CONT. FLOOR SEE PLAN FOR REQ'D r= SHEATHING PER PLAN COLUMN AND CONNECTION �\ / TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI —MASONRY WALL OR \\\ INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8 min. ) Small gap 2" min. 2" max. 4" max. I Web Stiffener Fastener Schedule - - P Location Joist Bearing T Series Depth End Intermediate f ®'-9-1/2" 2 8d -- 2 8d — BCI 5000s 11-7/8" 2 8d 3 8d -14" 2-8d 5-8d Clinch nails ✓� -- 9-1/2" 2 8d _ 2-8d when ✓ BCI 6000s®I 11-7/8" 1 2 8d . 3-8d --- BCI 6500s0 14" 2-8d_ , 6 8d ~' possible �\ ' R O 11-7/8" 2.8d - 3 8d r 16" 2-8d -- q- BCI 60s 14 2 8d --__ 5-8-d - Tight fit 2-8d 6-8d ' _- - 3-16d 3-16d 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® ~14" 5-16d 5-16d required gwhen indicated or 4" max. - 16" 6-16d 6-16d Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 0-1-0 ❑ 6. A 12" ROUND HOLE MAY 6" 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 12" NOTES: DO NOT CUT HOLES LARGER THAN 1 2" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. �When joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPSC wl (22) ' NAILS 1 5/8" (I THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE ice TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION �� I� Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger `7 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 -- f Backer Block - h "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height l — -- requirements ✓f 0.6 X Joist f' of depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM—✓" SEE PLAN FOR--'°• • . • FOUNDATION INFO ` q A' STEM FOUNDATION GRADE 14 a �r�rl I— II REINF. SEE PLAN &vt, unmol_ 4 rv� SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON H ETA20 / H ETAL20 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 1-11Mr /rY9T1r%A1 T1 IP91 1 rA1fY TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE A IF a A a° A Z"a d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE G a' A A a. A Aa L T� \•a d A C A — I'• 1' Q - a SEE FND. PLN. SIZE & REINF. rO, °_•a ILL J�. ",� t `�•- {p� "r"flit !,�: `,w, f i i 6111°�����`\\ 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 engineer ng portions of the drawing pages bearing Engineer's signature and seal. _ H a 100- E N at o 4 N N N C u�7 N LL G mat *"o jto cr) w J 4t W M r- V t- a. LL M M 13 Qj W N J u_ U_ a a z C O 1%Z 'C — m m N W _ C/5 T6 �o _ NoQa ao Z a'0Ln � Cl) V N 00 _,. W V M!�2 Z N 8 z O (D Z n � - QGO to aRai M z0 0(D o " +1 U Q A Ow On �04 U) — 3 U U) Q 0 ° �0 M sm o to W C M 55 o Y Z Lei.. E E o �° "'� <o z"e oa z F- E� C:)���w CDO zo �0 U w Z <o m� C C y o oz Z z __ `� m 0b <w � a s� 0 iZ Q 2 W 2. y� Xi 3 J� o _ w �o c a? V z�% 3 °CV m W \ .� cc < C^ O W o oN � o ■= J N T'^ TT L / 1-- + 7-1 r 00 ai E T� N Z cc Z E O rri @ d E U _J o ui Q JOB NO : 20-6222 SCALE : AS NOTED SHEET NO. SIN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INSU 5/8" OR 1/2" HIGH—� 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 j PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B CONT ON V (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < T-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 3" `= (1) LAYER TYPE II (#30) (2) #5 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 D ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT -I I I=I I LEI °° D ' I (='. I FOR ROOF PITCH 4:12 OR LESS. I I I-1 I I I I-11 PRE ENGINEERED WOOD -I I I �I ° — "I=1 I I I 11=I I III I �I 11=1 I �I 1 t=1 I' TRUSS @ 24" O.C. U.N.O. r HURRICANE ANCHOR @ EACH Zzz TRUSS (SEE UPLIFT SCHED.) W/ g - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING ;,__SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 - - INFORMATION. ALUMINUM DRIP EDGE 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5 HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) GARAGE GARAGE W/A HABITABLE ROOM O EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"xl6" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (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. 11 1/2" CDX PLYWOOD OR 7116" O.S.B. (12)10d NAILS "J" U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR II EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"0/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" I SLAB & BLOCK . 5/8"° x 10" "J" BOLT @ 24" O.0W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS �- r - �i 2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND it ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 A.F.F. O.C.) 2" WWF OR FIBERMESH ATTACHMENTS 2rr \ WWF OR FIBERMESH ° ELEV. 4-3 1/2" 1-- -3 1/2" MIN. �3 1/2" MIN. I c4 CONT-.b ° A.F.F. o 9z ° I I=III=III= I'3 v2"(min.)- 4" p ° _ ° I I �I I �L-'31/2"(min.)- 4" _ GARAGE SLAB AT STEP SCALE: 3/4"=V-0" ° N00— — ° —I —III—LI l- 1l 11 1=11—, ,III—I'I ;TI � I• 3 .—,— =1 =' 1 I i31/2"(min.)"(min) - 4" -TI I T —1 1 1 (2) #5 CONT. 8(2) #5 CONT. 4. V-4" 8" �I ICII �I I — I I I U.N.O. MIN. U.N.O. g TYPICAL BEARING WALL STEP SHEARWALLK�C� TYPICAL BEARING WALL @STEP CC S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C \12-N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT SHEET . RADE LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY , GCN(S1 EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 8"x8"X16" KNOCK -OUT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR C4 LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 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 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING w/ (10) 10d NAILS SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR 2x P.T. PLATE ARCHITECTURAL FINISH TYP. ASSUMED FINISHED - - D D PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ksi 1x2 PT WD FURRING @ 24" O.C.- G N �r D ° .D _ z #3 & #4 LAP SPLICE 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL r> - -0 D. FINISH GRADE O0 25" MIN. LAP 130" MIN. LAP] (GRADE 60 MIN. Fy= 6oksi] U.N.O. CELLS (SEE FOOTING MONO SHOWN - I — FOUNDATION PLAN FOR CLARITY _ °O 6 MIL VAPOR BARRIER D °n_ ° — I = °° R 1 7/8" FOR LOCATIONS) o ! — I =I N Z T #5 REINFORCING BAR —� NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR J BOLTS 6" MAX FROM w END OF 2" x PLATE � D LJU w Ij--jl.�_I_ I —I LLJ ' IlA (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#) S E 6x6W1.4xW1.4 CN WWF OR FIBERMESH A. P. >— D:A— L�I I I 1=1�I 11 III III=III—III—' r 1x4 P.T. BASE NAILER ° ° III I I'G- �I i= ? , • ° T �� #5 LAP SPLICE <- I (2) #5 CONT. =III=111=III I1=III Ih 4"x4" INSPECTION -1 ,_, �I 3 1/4" BASEBOARD PORT AT EACH N*FOROTE BEARING WALL D III - = li li T COMP. SOIL. (COMPACTED TO FILLED CELL TYPICAL —III III e W/ UPLIFT ONLY _ 95 /e MODIFIED PROCTOR ASTM MIN. 2500 PSI CONC. SLAB c,) AT GARAGE CONTRACTOR =1 ! I I—III-1 —III =1 —III=1 i— D1557) MIN PSI MAY VARY PER cn =1 —III -: —III — =1 =III f_�' 4" V-4" MUNICIPALITY. TO CUT BLOCK OR POUR —III='' = ! III —III= CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD"� TYPICAL EXTERIOR FRAME WALL FOOTING W1.4Xw1.4 WWF OR � DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" aSLAB INFORMATION. SLAB INFORMATION. CV b r ° p a Z ° r °o Cn � _ �(__ - I 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH 6 MIL VAPOR D = Z min.) 4" BARRIER C 4 a ° c ' p • • I= N a •v GRADE COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) STD. 90 HOOK (SEE ON 3" CHAIRS TYP. 4„ V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION KA SCALE: 3/4" = 1'-0" Q3,) OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS 'T z M � •� Trig jj 4" 00 •y T •�T� I I SEE A/S3 OR J/S6 Im 1 MMT FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. _ _f. (1) #5 REBAR w/ OPT. I— 11 1 11=I SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS E C ' M 00 e. r41I=1 �I I SEE A/S3 0R J/S6 --- -1! I I I �T-,,, F i I I t t 11 F FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. QS3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2, 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT INTERIOR -3 1/2" v° CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _ <A 0?r- co C M 61 BARRIER -T 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" ��S3 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) 8" V-4" 8„ 10„ #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES 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.0.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ° SEE PLAN FOR CN e . TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN c - - -° ° e °Cn (2) HTS20 FOR STRUCTURAL BEAM SIZE & I ! CONNECTION INFO ch I ° 4 — � PLATE O.S.B. COLUMN LOCATION r .) - • I III_ 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING T2F z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 a SEE TYP. WALL SECTION FOR ADDITIONAL j J 6x6 P.T. #2 SYP SLAB INFORMATION. o w ABU66 SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=V-0" S3 WWF 0-0 FIN. FLR.�A o%000, r •,%%%o%%piip FOOTING v BEYOND PAD REINFORCEMENT — I'-1—i —'' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S3 Illik ' 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. WE F Q 00 co U N N_ it 0 R N LL I'-y , 0)� 5 G J# Lu 05 r LL J a LL Q 13 >>>> yMM W V% JLLLL aa' c O _ m v 060 1%2 W C13 m m m 7 .= ,z¢0a � J 0 Z C) 0 M Z 0 W N U OU og z N z o � � Q J N z LL 4-1 n O N w sOft =D N — E S U c En Y N M • �0 sm r` C:,JW M M p Z C, Zo ca ` Z� CU `>•I g OU 00 U Z CC) 3 °do wz i �' ¢ ❑ m 0 N �� ox Fr oLL zF z fn m ¢I 0 � Z2 a0U � a W U _N a� O � wa �0 a �N 0 = >� ^L, m W '' m CO C U O co o C) T C:)J N r-- T 2 T L i r CO rn T- T- oo N N o Z M Z j E C) Vl �- U JOB NO: 20-6222 SCALE : AS NOTED SHEET NO. S3 (MONO) I 'I I r4 r ".4 SEE TYPICAL WALL SECTION (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD PLAN 12 TRUSSES @ 24" 0/C TYp,) UPLIFT CONNECTOR (SEE 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL ( SEE ELEV. SCHEDULE) (2) 2x HEADER TO SIT 3/4" FURRING STRIPS 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE DOUBLE 2"x4" S.P.F. TOP PLATE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 926 APPLY 3 LAYERS W/ TOTAL FOR CLEAN -OUT @ 8" O.C. OR 4d THICKNESS 7/8" OVER METAL 2x DEAD WOOD @ MID DRYWALL NAILS ❑ LATH. FIRST 2 LAYERS 3/8" THICK POINT w/ (3) 12d SOLID AREAS ARE SOLID AREAS ARE EACH. 3RD LAYER 1/8"THICK. TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT STEEL AND GROUT DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK CRICKET AS REQUIRED PLATE WALL IS 1 1/2" MAXIMUM INTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL SIM SON SP2 w/ (12)10d FACE OF BLOCK WALL IS 21/4" NAIL AT EACH STUD 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE 0?// 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. SLI. 12 SEE TYPICAL WALL SECTION (np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w! (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE\ —ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL F SCALE: N.T.S. St� MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) WALL CLEAN -OUT rA WALL ❑ � ❑ 0/C FIELD SCALE: N.T.S. S4, �FiT � 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 1 ST COARSE 2ND COARSE 3RD COARSE SIMMASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE NAILS HETA20 w/ VERTICAL TIC0dx1/2" REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY W. (24" O.C. MAX) w! MIN. 4" EMBEDMENT OVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. IN KO BLOCK AT EA. STUD MAIN SPAN ROOFTRUSS TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D MOISTURE BARRIER UPLIFT CONNECTOR S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) 4 5 FOR CONCRETE PLACEMENT 7 4 0 4 4 a 8STD. 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 I 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. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD—\ BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J \ J T w j o FORM CREATES CONCRETE RECESS TO 2x4 (NO M.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY �— GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ GARAGE DOOR TRACK SCALE: N.T.S. 4 4 8 c , 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. N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE a a 4 THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON a DOOR STOP PSPN516Z w/ (12)16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. 4 GARAGE SPLICE NAILS TOTAL) EA. SIDE OF DOOR 48„SPLICE STAGGERED J-BOLT TRACK BRACKET VVVI\ I11l %II\ 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) 1 (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� f SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 FN�NG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL�, SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. �01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4 °a a Ot10d @ 8" O/C ATTACH ALL —' EXTERIOR STUDS W/ (4 16d TOENAILS TO P PLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS •7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE O TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS j�RECESS / LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON j SIMPSON SP4 / SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 LTRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w "v ? a 2x TOP PLATE T U) 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° e ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) e ° • 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 w/ WASHER & NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P ATE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 Q 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) I SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. C h 4 ' ��. f�� r. � •....c 9ue �/ 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W I U_ V n # CO 0 S, N J ' all 'n ti LL J d LL M M QQj W W LU Z U_LL J a 0z�o �F r°o X'mo .13 19 N V, m W U) Cj -a a p LL= 'j Lo Nz�0 w 00 W V M CO p� z N O z z Q � (n N M N z � U o LL 4 a W U 0 w s N C N w ~ — E m $ r I = L o U N C U) Q Y • o Q N iT co w co M p Q J U_ E ao z a oLLZ® i >o oa E co cc _ gO Sao Z o E N i ao ¢o ao & wZ �w d m or ms o �� z y w O� ZZ <0 sa U a Lo W oa _~ � za i;3 2 04 0 = 0 >� ^L .� ^ � U Q C:)C^ W m = � O N MID � J T co'? LO �--' CO r (� oo N 7—N N o z Z E C) a) m M a. U J Q p J JOB NO: 20-6222 SCALE : AS NOTED SHEET NO. S4 3 S m L N -o 0 J I 0 i x m rn W v C� G17 0 J I l] c 3 Q CCV N v a E E 0 Z t_ q c c J �y U 0 3� 'o a 0 O O _J Li N N N 0 0 N O N N 0 W 0 m v cn SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (r 1/4 x2 3/4 TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON9C:nDS9 X w/ TOENAIL W/ (2)16d NAILS SIMPSON H10A w/ (18)(6)10d x NAILING SCHEDULE FOR 2'W" 10d x 1 12" AT EA. ,� SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE @ 24" O.C. NAILING SCHEDULE FOR OU I LOOKER AND NAILING SCHEDULE @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING 4 DETAIL BLOCKING FOR 77 FIRST FOUR ROWS OF 45' ± 24 MAX. TOP CORD BLOCKING 45"± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2X4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" OlC. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT 1" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d Ir AT LEAST 90% 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 w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ Az 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 r, 10dX3 3 O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD W/ @ EDGES AND 12" O.C. FIELD 2X4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/$" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 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. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" rT�EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ 2 16d NAILS SIMPSON H10A w/ (18) A SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES 10d x 1 12 AT EA. OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" 0/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL -SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7116" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4'T" ON TOP OF PANEL BLOCKING, FASTEN WITH M _'Ak10dx3" 2x4 "T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"x3" 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT STUD WALL SEE TYP. SEC.) TRUSS) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 () 10d x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR co Cn NOTES AND NAILING TOP CORD X-BRACING, AND TOP N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING `� - � °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 1 11 2 2"x4" CROSS BRACE 24" MAX. EDGES OF -WOOD TRUSSES APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2X4 RAT RUN BRACING EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 TRUSS SPANS NAILS @ EA. END GABLE TRUSS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING�_W/ 112"CDX PLYWOOD OR 7l16" AT EA. TRUSS JOINT @ 48" FOR THE (2) 16d NAILS OSB SHEATHING ATTACHED ( 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 (4)O/C FIRST ROWS OF 10d NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS E TRUSSES FROM EA. E ES AND 12" O.C. FIELD 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS 0/C w/ (2) 16d =',r,>=� TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 41 FOR 4-PLY PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL LA OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2X4 BLOCKING W/ ; 110dx3" @ 4" O/C (2)12d TOENAILS 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NUS SECTION 5.3 EXT. WALL CONN. @ FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF �- D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0° TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g ADDITIONAL INFORMATION. SS 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 PRE-ENGINEERED 6" OVERLAP 3EE PLAN FOR WOOD TRUSSES AT LEAST TWO TRUSS SPACES OCATIONS) j 10dx3" O/C @ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2) 16d PER NAILS 17 MAX JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT'1 12 6.9 1 MAX. SCALE: N.T.S. 1 GABLE TRUSS 55 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 I u II II II u � II CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION ALTERNATE NON -DROP GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING �-- SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. \ S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C �nrr�nn rni roor-o 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 0 z W \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C \—MOISTURE BARRIER -BOND BEAM _ MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "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 DETAILr 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5, r CONTINUOUS SOTTO CHORD BRACING 2X4 MIN. � C ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - S-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2"SDS ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" SCALE: N.T.S. ( MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 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 W/ DROP CEILING_ BRACING DETAIL /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)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION �. . > v4. ', ,���falllRl;9t,1e1i'e!�\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the st uctural engineering portions of the drawing pages bearing Engineer's signature and seal. H Q EE 8 rip � 'Q it C � N � to J W a Z °j M M JWt1 �CM2' 1 W rn U.1as '0z6o 0 y@N o � _2 mm0 Lb W �� ° rnrn J a Z LL cc Z� 0 N M Z U oU 0 � ❑❑❑ W z � QEL Will 11 W N � V 0 w N c Y �N ::D U L J J t $ I' S U 'o °N c U) Q W Y N 0 ° 0 co w co N o Z Q LL E u5o wo g >o n. C3 C6 U� ❑F z® oa p - X U O Z o N a=�� ¢ o az ¢ w L Q� a? � Nczz v Nm m� o Z J <w zN �� $< Z= go Q 3 a nw W U a� � Jw =3 �I00 J o w� o� >° 0t: �i Z ¢ .31 2N 0 = 4) cr_ \ / m 0 CD CD > L L 0 CL O CD F_ m _ 0 CN 0) ,= J C4 T I r r 0 (� 00 04 m T' N o Z Z O iri N M 0 U J Q J JOB NO: 20-6222 SCALE : AS NOTED SHEET NO. S5 u 3 m x to CD 0 J N I N 2 m W a� v 0 J 0 i i 3 C) 0 0 a. E F�— N E O l aNi EZ 0 U O 0 U 0 i a 0 CD LZ N N N ;3 v 0 0 a N N N 0 W 0 0 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL � UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT Mom( 8„ PROPER INSTALLATION ♦ DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. / APPROVAL FOR CONN. 1x4 1 X 4 #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 4" 1x4 P.T. 3/16" 0 X 3" LONG FURRING „ FURRING 3-1/4" LONG X 3/16" 0 FURRING #5 REBAR ♦ AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 8d @ O.C., 2 ROWS STAGGERED TAPCONS TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16' (TYP,) ♦ 1x8 P.T. FROM EACH END w! MIN. 1X8 BLOCK@ SPACING „ 2-ROWS INTO 2" EDGE DIST. ATTACH 1 DETAIL `STD. 2x BAND JOIST W/ FACE NAIL 10d JOIST PER MANUFACTURE MASONRY THROUGH �� MA 1-1/2 DETAIL 1x8 w/ (2) ROWS 8d NAILS 3" DETAIL 90° HOOK (TYP.) STD.90^ @TOP & TTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL]Lil EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. 1x4 LAP SHEATHING TO DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" TO PRODUCT BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CONN. (2) ROWS 3/16 x 3-1/2 x O.C.& TAPCON @ H 1x4 % .C. & 4" FROM EACH T'l END w/ MIN. 2"EDGE DIST. TAPCON 16" O.C. & FURRINGif 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ I@ NOTC FIRST COURSE ' +2„ 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 I ♦ INTO BAND JOIST & (4) 1/4"x2 3/4" STAGGERED @ 12" o.c. 3-1 /4" DETAIL 2x DETAIL 2 1/4" DETAIL NOTCH WEB AT THE ±5A FIRST 2 COURSES ' TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON 1 1!4"MIN. A -A ( = 1610 # FOR 2 STRAPS ES EMBEDMENT INTO BLK.) 1/4 MAX 2'-0" 8" SOLID W/GROUT 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 112"SDS ° 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) .: 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. . SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS OVERHAN •, •' + • a BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL . ° CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. e' 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-1l2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED WI 3 #6 X 4Y2" WOOD ) () ` DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ARCH DETAIL i 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ XO�Fl,� TO TRUSS TOP CHORD Hq MIN. 4" EMBEDMENT AT 16" O.C. + NOT �� �� 1-0 5 -0 SCALE: N.T.S. SS 12 + N PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + P OlLf 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 .4 EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT • ° ; o.. /4" MAX 2 4 8" TRUSS + + SOFFIT ° ° #5 BAR > „ . v D BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON i + p• 10 itd ° / CENTERED W/ '► 9 IN TOP BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP .. s n ° CD 1 X 4 FURRING 8d NAILS EACH TRUSS _ 0, d . KNOCKOUT! iv - ; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d s� CONNECTOR d. PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE 2 MIN. O PROVIDE 2x O - CONT. Wl 3 MONO FOOTING VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF MP TRUSS COMPANY OR 2x4 ° CLEAN FILL ° 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .► DIRT ? z TO BE INSTALLED 4'-0" MAX SEE PLAN PRECAST LINTEL A. ° STANDARD BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION q #5 BAR IN ° 90' HOOK N 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 x4 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 3 1/2" TAPCONS AT 16" •; INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. �� ��� �• `' ��� � � �� " ANCHOR INTO ARCH BLKG. rK STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-g ARCH DETAIL SECTION @ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTINGBOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM PER ANCHOR E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL ) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g _0 EPDXY MIN. 6" EMBEDMENT & SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3" MIN. EDGE DISTANCE g FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° o THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL n P t, w a A REINFORCING AS FOLLOWS: SEALANT — — _ < a 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. p° ° — I II g #5x6' EMBEDDED INTO v z PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE WJ o ° _ I I EXISTING FOOTING (2) #5x6 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL — — — (n LO FILLED CELL SMOOTH. DO NO FURROW. DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. o _ SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p . I F BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE G) SET SUCCEEDING COURSE 0 0 - NOTE: i., p M 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 o \-a TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ' 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. = SCALE: 3/4 -1-0' SCALE: 3/4„= -1-0 „ FOR WIND SPEEDS UP TO 110 MPH`, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. N w Y. •` • In s. 0 !. '••�' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W `r E m 0 Lo w ^ � # LL Q> J W 0 )r o u J d u_ M M Q Z�C�zo ai W N LL a a tr �� �m�0 �i W =*aN (p m m o¢ Q W Z � o J o a IN Cl)QO —WLo O U ❑❑❑ M Z N (") z � z o Q N IL 11 c/) z C; c N W o a u Q) S V) c �NCO ~ = 8 j. C) Q 0CID • N o w M = O Z Z rJL E 2 �� ) R _® a CU wj oa UO Z 6 E Na0 XU �a i �U -z aZ wZ i ¢o C 0 MO O¢ Z— z _ C J .2 hm I <w 20 N N o� Z az Cj C) oLL _ o co wa i< a O 0V3 .o CN = '> n3 CO 2:Cfl Q C U ^' m 0 O 0*) TLO r y 00 N T (V o M Z 7 E i6 Z cc a E L) � ¢ o JOB NO: 20-6222 SCALE : -AS NOTED SHEET NO. SS 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 YY/ L.- Ivu `w Lr\\wl I I I\VVV YY L.LJ 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 PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKINGBETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----/—WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP, N TRUSS 1 HIP G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 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 3 SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SCALE: NTS (2) 2x8 #2 SYP wi 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 MASONRY WALL 4 SCALE: NTS SIMPSON HUC410 w! (14) L.SEE PLAN L. FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE i INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE M CONNECTION INFO A OPTION B OPTION C COMMON BM. TO POST ATTACHMENT rA \ SCALE: 3/4" SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: NTS \� BM. SPLICE OVER CENTER OF POST MIDDLE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. KNEEWALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 10d 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. BUILDER FRAME RADIUS AS REQUIRED ENTRY FRONT WALL SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 202 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 rg SCALE:NTS VARIES ROOF SHEATHING SEE 1/S5 FOR—z--�T— 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER V ADDITIONAL SEE PLAN FOR NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE V 8d NAILS AT VALLEY TRUSS OUTLOOKER � SP2 w/ (12) 10d NAILS AT TOP EXTERIOR SHEATHING INFO. 4" O.C. INFO. w 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON V NAILING SCHEDULE % C TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. 2 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR N GABLE (2) 12d NAILS TO EACH VERTICAL ATTACHESCHEDULE PER NAILING BOTTOM CHORD SHEALOW THOFfWAL ING NG ATTACHED PLATE MORE INFO. TRUSS STUD) VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD %- NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ (22) 10d NAILS OR (2) 16d NAILS TO SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING ` `ems"' SIMPSON MTS12 w/ EACH COMMON �.j- , BELOW @ 16" O.C. WOOD WALL _ TRUSS/ FRAMING MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS OR TRUSS. 2X4 CONT. W/ (2) TYP TOP & BOTTOM SEE PLAN 16d COMMONS — 16" O.C. / XTERIOR TOOLOW @ 16FLOOR " IRDEO CRSHEAT l ' STUD TYP. T&B PER NAILING SCHEDULE & - • MASONRY WALL BELOW: SIMPSON NAILS EACH PLYWOOD (3) 12d TOENAILS TO -- a.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR P PLATE BELOW MASONRY WALL a 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS 4'-0" O.C. - - - -- - - MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER @ W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. �° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'SCONNECTIONS FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL 7 SECTION ENTRY s CONNECTION 22 SECTION AT HIP GABLE �2 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS 1\'j DETAILS & SECTIONS ego W -� fV FLO 0FESS10r`P \\\ 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 - Residenfial 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. as .. i Q E p10 pp U N N it v Im C N N m N LL , 7 N J W Q a) CO -j - W a a tr Z JLLLL f�� 0 W o i = - m m O 7 a N m W �2QjO' o Qa Z oo N o xO Ln Lo coN o- _ Z O U 0 OHO W Z N t0 z a zC1 Q) �N f6 N g � U — g O w 8 V) c N W J _ — e �0W Q Y N M co M M -9 o z 4 U_ o= z® QE 00I M�U o a z co O Ni Uo oC d z 'zo w ¢o M c m2 o Z J moz� w < Cn ¢°N op z°6 W 0 - o ~3 �w mis o o rfl wa C'< �o a= o`- -qlz a U 0 �N = >t nL, CM '' CO Q 0 nC L) �+ in = � N T O O >+ Irl- T T Co o) r CD E 00 V N C o E Z T E O ii6 0 Z a E U _j Q p C JOB NO: 20-6222 SCALE : AS NOTED SHEET NO. D1 =-o FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER WINDOW UNIT FLASHING REQUIREMENTS WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE 0.3 in: 12.0 in BARRIER WOOD FRAME CONSTR. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. O 6 Cm : 30.5 Cm 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 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND 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 rnsseresLeowieoow, O OR EQUAL WEATHER PROOF CAULKING 2 CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and WEATHER SELF -ADHERED FLASHING BUILDING PAPER embellishments such as cornices, soffits, and fascias. RESISITIVE 2 BARRIER SEAL TOPS OF JOISTS WIRE LATH UNDER DECKING SUBFLOOR 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 (SEE DETAIL WP07) SELF -ADHERED FLASHING 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 HEAD FLASHING TIE-IN INSTRUxTIONS: (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 1. Cut, fold up & temporarily secure weather resistive RIM JOIST barrier above header to allow for flashing manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under 1 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 AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head O water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be flashing and seal with tape 2 2V 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 Scale: NTS SELF -ADHERED FLASHING 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 FLANGED WINDOW so FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A 1 CEMT. FINISH SILL/ 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. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 3/4"-1" BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE EXTERIOR SHEATHING y ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All UP JAMB L USE LIQUID NAIL BRAND FLANGED WINDOW exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complyingwith AAMA 800 or ASTM C920 Class OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPOt) p 1 g REFER TO TECHNICAL SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the LETTER ON CHEMICAL 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 COMPATIBILITY of the exterior wall finish. A roved corrosion resistant flashin s shall be installed at the following locations: SELF -ADHERED FLASHING (BEFORE FOLDING, SCORE pp g g SELF -ADHERED FLASHING, `� RELEASE PAPER TO EXPOSE EXTEND A MINIMUM 6" 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 VERTICALLY FROM BOTTOM OF or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall O THRESHOLD comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 2 3 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration SECTION -A (SEE DETAIL WP02) manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details SELF -ADHERED FLASHING 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. 2 SELF -ADHERED FLASHING 5 1.2. In accordance with the flashing design or method of a registered design professional. NAILING FLANGE 1 O`;: 4 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAMDMA 400. DO NOT FLASH OVER 2 SEAL TOPS JOISTS 1 6 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco BOTTOM NAILING O UNDER DECKING FLANGE (SEE DETAIL WP07) 2 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. SELF -ADHERED HALF ROUND WINDOW FLASHING ' EXTERIOR DOOR WITH DECK , SELF -INSIDE DE CORNER ADHERED FLASHING , • 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. �Ground� 7. At built-in gutters. M ISELF-ADHER 2 SELF-ADDHECRED FLASHING �' SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND Lu N ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC 1l2 DUROCK a R703.2.1 AND FBCR 703.7.3 Z 1'-4" PER PLAN Detail Instructions Refer to the number marked as # in each detail that corresponds to the 1'-0" PER PLAN numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 8" CMU COPE Li 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8"CMU a a 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) z 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT Z a embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts d ° a a 5. Remove all release paper per standard installation instructions and d e = U) adhere to substrate using a square piece of flashing material (6" x 6" Lu cU 0 Minimum) SLOPED MUD BED _ M 6. Fold as shown by arrows ° d ¢ W 7. Angle of corner may vary, adjust folding of the flashing accordingly to Lu 3�: fit tight to corner a VINYL SHOWER PAN d OCn 8. Mechanically fasten as necessary a -per a e d - G 4 :, p A SHOWER SEAT SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 e FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) ti DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH - PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS .t1SSS\LL I— ASTER STOP A NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 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 N O N 0 i rn 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 Flodda 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 Q U �0pp N N it O (0 V N � •=3 N b LL # . to 2 p M M J W LL J d LL Z 13 Q Qj M LL LL uJ WuJ LU a a C 0I O 5 y�°o CV 'o��rn Y00 a Z LLdW 00 Z U 0 Z N OU ❑013 W z � z Q z LL � o � �N LL C w C� U 0 W g N Ly N � N inU3 r U W J Y o GO w M M y a o Z a U_ QE � V =o >o a� _® tV F- C - O U as z UO o0 dZ Z (V wo Q �� L p N p m E O oZ Zr Z �U m 0 <w � N _J n si a a sp Zz ag aw W LL o o� w w� x 3 �o o co a= � V Z< �3 ;° N = cc .� cc CO C U O ^, in co O N i C T� V! � N T- T.CO r I„n T- � r (D N N o � Z :3 E O to M a. E U � :? Q p co � JOB NO: 20-6222 SCALE : AS NOTED SHEET NO. W P Cluc�oc�� Mountie B►ackets (10 G" ei 1 P e x 4-1 '2' 2-12' 4 ? I x See Anchor Schedu e 1 Bolts 112" Die A325 Ga . Iv ) YP o 0 Back Cross 5 t �P� Ma cut to WI ( be Y 1 R1 ht Bracket Gau e 6 9 9 #4 - ii 1 Self t)r If V Screws 1 a-s/$"r A/C Unit bottom Edge Hurricane Strap ice . in (font T h3 t ) Y r' Washers Front Crass Su ort RR Ma be cut to W ( ) 5If- in Nu y e Lrxk is 9 Left Bracket 16Gau r r r & Ar 14 Se -D 1 fn Strevws Th u 13 ackets If 1 9 Back Cross Support Into A/C Unit Bottom Side ( T ical: 3 each side for hurricane use) Yp S�nLit1L iaarslla4utn truLt-nion air proviluiert with o1_lt Humune Air 8ncx rl Rah" S�.t Drwwillal av�labte opetn requ I - &e wig � 1 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 32e2018 _ _ � EMIN or ,Dgte -fig Date Pencilna to T�ge Version Manufacturer Co tact Enalnea 8 License Validated By Validated Submitted FSC Approval Approved Status y Daniel S. Kuhn Locke Bowden P.E. 10/122017 10/10/2017 10/172017 12/122017 oved i En Da Id APP( Gulf Coast Su I &MerlUfedurn LL0. Revision 2017 PPY 9, 9 Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 SubCategory: Metal Roofing Info@gulfccestsupply.com Co (lance Method: Evaluation Re rt from a mp W S ea k 13 oduct Model. Number a Name Product Description 1 0.032&qud; Aluminum SV Crimp ri A minus Roof Panel MJn 0.032&qud; 5 V C mp u ova r 15/32& not PI ood q Yv+ 2 0032&quot; Aluminum Gulf Lod Min 0 032&qud: Auminum Gulf Lok 16&quot; Wide P el over 5/32& d; P ood Root en 1 w tyw 3 1&qud; 24ga. Gulf Snap 1&quot; Gulf Snap 24 Ga. 17&qud; wide Roof Panel over 15/32&qud; Plywood 4 1&quot 24ga. Versa Loc 1& d Vas aLoc 24 16.5& ud; Wfde Roof Panel qu 9a q over 15/32&qud; Plywood 5 1&quot VerssLoc 0328quot: Aluminum 1&quot Versill min 032&qud; Aluminum aver 15/32&qud; Plywood 6 1.5&quot 24ga. Gulf Snap 1.5&quot Gulf Snap 24ga. 16&qud; Wide Rod Panel over 15/32&qud; Plywood 7 ^..5& ud; 2 a Verse Loc q 40 1.5& oY Venal ac min 2 a. 16& uet; wide Roof qu 4g q Panel veer 15l32&t�Id; Plywood 8 2&qud; 24ga Megal-oc Min 24 Ga. 2&qud; Megall 18&qud: wide Roof Pen el over 15/32& d; PI ood 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&qud. Wide over 15fU&quot Plywood 1C 24 Ge. Gulf Seam I e m 16& of Wide Roof Panel Min 24 Ga. Gut S a � , over 1x4 Wood Purrs over 15/32&qud; Plywood 11 24 Ge Gulf Seem Min 24 Ga. Gulf Seem, 1 3/4&qud; Snap Lock, 10 d; Wide Roof Panel over 15/32& ud; PI ood &qu 9 Yw 12 26 Ga. 5V Cnmp Min 26 Go. 5V Crimp Rod Panel over 15/32&qud; Plywood 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32&punt Plywood 14 26 Ga. 5V Crimp Min 26 Go. 5V Crimp Rod Panel over 10 Wood Purfins war 15/32&quot Plywood 15 26 Ga. Gulf Lod Ain 26 Ga. Gulf Lok 16&qud Wide Rod Panel over 15/32&quot; Plywood 1E 26 Ga. Gulf Lod Mon 26 Ga. Gulf Lok 16&qud. Wide Rod Panel over 15/32&qud; Plywood 17 26 Ga. GuIfPBR Min 26 Ga. Gulf PBR Rod Panel over 15/32& ud: q 18 26 Ga. GUIfPBR 19 26 On. Gull 20 26 Ga. GuIfPBR 21 26 Ga. Gullft 22 26 (30. GuhYM 23 26 Ga. Gu11Rb 24 26 Ga. GulfRb 25 29 Ga. GUHRb 26 29 [I CulfRb 27 29 (38. Gull 28 29 Ge. Gull Quality Assurance Approved for Use Approved for Use Impact Wslm o fact Expiration Date In HVHz Outside HVHZ Re n[ slate fLe 04/122024 No Yes N/A +N/A/ -108.5PSF 04/122024 No Yes N/A +N/A/ -11 .OPSF 6 04/122024 Yes Yes N/A +N/A/--131.0PS 04/122024 Yes Yes N A / +N/A/ -138.5PSF 04/122024 Yes Yes N/A +NJA/ -101.0PSF 04/122024 Yes Yes N/A +N/A/ -118.OPSF 04/122024 Yes Yes N/A +NIA/ -123.5PSF 04/122024 No Yes N/A +N/A/ -t 00.SPSF ON122024 No Yes N/A +N/A/-96.7PSF 04/122024 N 0 Yea N/A +N/A-93.5PSF 04/122024 No Yes NIA +NIA/ -108.SPSF 04/122024 Yes Yes N/A +NIA/ -156.SPSF 04/122024 No Yes N/A +N/A/-131.PSF O4/12ii No Yes N/A +N/A/ -156.5PSF 04/122024 Yes Yes N/A +N/A/ -161.OPSF 04/122024 No Ves NIA N!A/-83.SPSF 04/12R02 4 No Yes N/A N/A/ -154.7PSF rtrrterlt of BLalness & Pr(1fis�lonel R lotion P 2u Florida Depa egu age Building Codes and Standards 31l Product Approval Application Detail Min 26 Ga. GLIfPBR Rod Pellet over t x4 Wood Purliis aver 15/32&qud; Plywood Mil 26 Ga. GuIIPBR ova 15/32& d qu PNwood a 1x4 Wood Purins ova MMF 26 Ge. GtiRSR ov 15l32&quot; Plywood Erin 26 Ga. GuRRib over 1 x4 Wood Purans over 15f32 not &q .Plywood Mtn 26 Ga. GuM2b over 1532&qud; Plywood MFI 26 Ga. GtMib over 15/32 &qud; Pyvrood Win 26 Ga. GtMb over lx4 Wood Purths ova 15132 ud &q .Pywmd Win 29 Go. Gul i6 veer 1 x4 Wood Pur ns over 15/32&quot: Plywood Ain 29 Go. GuMRib over 151328quct Plywood W 29 Go. GulfRib over 1 x4 Wood Pumps aver 7M68quct 0 S.B. Min 29 Ga. Guill over 7/16&quoit O.6.B. Code Version: 2017 FL#: 11651 Application Type: ALL Product Manufacturer. ALL Category: ALL Subcategory: ALL Application Statue: ALL Compliance Method: ALL Quanty Assurance BtMy Contract E pied: ALL Product Model, Mutter or No se: ALL Product Description: ALL Approvedforuse In Hlh¢: ALL Approved for use outakfe HVI ALL roped Resistant: ALL Daslnn pressua ,as- . ALL a1I Date Fran: ALL Oarally Asauance Approval far use Aouoved fa use lds H i lAIP84f. f � 04/122024 Yes Yes gt N/A +Ni -151.7PSF N1 0 ?2024 Yw Yes N/A +NAOV -154.7PSF ON72R0T4 N o Yes NIA N!A/ -151.7E JF ON72/2024 No Yes N!A NNV -164-2PSF ON122024 No Yes N/A +Nhv -159.2PSF 0N12/2024 Ves Yes NIA ♦ !A/ N -159.2PSF 04/122024 Yes Yes N/A +NOV -164.2PSF ON122024 No Yes N/A +N/AI -123.5PSF 04/122024 No Yes N/A +NJAI -146.OPSF 04/121I No Yes N/A +N/A/ -1o1.OPSF 01122024 No Yes N/A +N/AI -116.OPSF - Code .. _ Entl vt or -_. _ .. _ -fir! �e Date Pendlral �3 mm Version Manufacturer Cardact Endnee Cleanse Validated 9v a$�gQ FSC Anoraval 9goroved at" Revision 2017 Smart Vent Products, Inc. Michael Graham Hermes F. Norero P.E. Locke Bowden P.E. 08/172018 08/172018 08232018 101082018 Approved Category: Structural Components (8771 441-8368 PE-73778 1334) 300-1800 S bcategory: Products Introduced as a Result of infoQsmartventcom New Technology Compliance Method: Fvaluatim Report from a Flodde Registered Architect ors Licensed Florida FLif5822-R7 Products Professional Engineer Sea # Product Model. Number or Name Product Description Quality Assurance Cortracl Exolratlon Dale Approved for Use Approved In�g Outside fa Use HVHZ Imgagt R Deslan Pressure 1 SmartVent Model #1540-510 Dual Function Flood and Ventilation Vent 12/312020 Yes Yes NIA +1006100 2 SmartVent Model #1540-511 Dual Functlm Flood and Ventilation Vent 12/312020 Yes Yes NIA +100%100 3 SmartVent Model 91540.520 insulated Flood Vent 12/3l/2020 Yes Yes NIA +100I 4 SmartVent Model #1540-521 Insulated Flood Vent 12/312020 Yes Yes NIA +100/-100 5 SmartVent Model #1540-524 16&qud; Garage Door Flood Vent 12/312020 Yes Yes NIA N/A 6 SmartVent Model#1540-570 Wood Wall Insulated Flood Vent IM12020 Yes Yes NIA +1001-100 7 SmartVent Model #1540-574 14.5&qud: Garage Door Flood Vent 12/312020 Yes Yes NIA N/A Ic USP Connectors > +c 31m Connecors > USP Florida Statewide &slusion Report - Exp. Simpson Florida Statewide Enralu Lion Report Eup. Stock No - Produ ct al No Basis 2t11 4 to Stock No- P uct ell No, _.rod rev s S But 201 Date A3 FL17244 1 ESR 3455 12/31/2020 A23 FL10446.2 ESR-2506 12/31/2020 ......... HD210.2 FL17232.3 ......._. ESR-3445 12/31/2020 HU210-2 FL10856.4 ESR-2549 12/31/2020 HD212 2 FL17232 3 ESR 3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 12/31/2020 ... HOQ 16......._.... FL172 .3...... 32 ESR-3445 12/31/20 20 1 HU2 6 FL1 0856.5 R- E5 2549 1 311....-20.. 2/ 20 HD216-3 FL17232-3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 12/31/2020 .........._.._.._..........._......_......._................................................__........_............_..................................................................._...................__...................._......._.............................._........_.........._........_-.._..........................I...............I.......... HD26 FL17232.2 ESR-3445 12131/2020 HU26 FL10856.3 ESR-2549 12/31/2020 ........_................................._......._..............._..................................................,............................................._......................................................................................_.....................4..._.............................................................................._...._....._............... HD28-2 FL17232.3 ESR-34 5 12/31/2020 HU28-2 FL10856-4 ESR-2549 12131/2020 ......................................................................._..........................._...................._................................._..............._........................_......................................................_...........................................................-............_......._ HD410 FL17232.4 ESR-3445 12/31/202D HU410 FL10856.9 ESR-2549 ...................-_..................._ 12/31/2020 ................................-................_........................................................................_................................................................................................_.-..........................._.............._.._...................................................................................................—................. HD412 FL17232.4 ESR-3445 12/31/2020 HU41 2 FL10856.9 ESR-2549 ........................................... 12/31/2020 HD610 FL17232.4 ESR-3445 12/31/2020 HU610 FL10856-10 ESR-2549 12/31/2020 ............................HD0410.......................................................-.FL17241.7................................................................................I..................ESR-3444............................._............._.....................12/3i12020 HU 410 Cca FL11468.11 SIM200804 .....12l3112020 HGA10 ......................................................................................................... FL17699.1 ..............................................................................................................................................................................eP......................................................._.........._........................._......_.... Evaluation R ort 12/31/2020 HGA10KT F 11470.4 L SIM200803 12/31/2020 ..................._....................... HGAM10 FL17699.1 Evaluation R at 12/31/2020 HGAM10KT FL11470.4 SIM200803 12/31/2020 H HCP2 36 FL172 .7 ESR-3448 1/ 1 2 3 12020 HCP2 F 1 7. L 044 2 SR- 1 E 255 1 /31/ 2 2020 HTA16 FL17680-4 Evaluation R ort 12/31/2020 FIETA16 FL11473.5 SIM200802 12/31/2020 HTA20-18 FL17680-4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 12/31/2020 ......................................................................._........................................_.............................._.............._..................-..........................................................................................-.............................................................. HTT16 FL17324.2 Evaluation Report 12/31/2020 HTT16 FL11496.1 ES-0130 ......................._.............._ 12/31/2020 HTT45 FL17324.2 Evaluation R ort ep 12131/2020 HTT22 FL11496.1 ES-0130 12/31/2020 -....__._ HTW16 FL17244.8 ______ ESR-3455 ... 12l31l2020 HTS16 FL10456.22 ESR-2613 __ 12...... 20 HTW20 FL17244.8................_......_..........._._..............._......._............_.. ESR-3455 12/31/2020 HTS20 FL10456-23 ESR-2613 12/31/2020 ................-........................._............_........................,.........................................................................................._..................................................................................._.......................-.._........................_...._............ HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456-24 ESR-2613 ....................._.................... 12/31/2020 ........_......H:1N ............. .......__............_FL17244..8...................._... ........._............_..._...................I..._....ESR-3455........._..._._..._..._..._..._......_......................12/31/202f1 FffS� FL10456.26 ESR-2613 ....12131/2020.. .........................._...._._......_....................................................._.......................................................................-..........................................._....-.............................................................................................................................................-..-...._............_.. HTWM16 FL6223.2 Evaluation R ort ep 12/31l2020 HTSM16 FL11473-11 SIM200802 ............_......I—..................... 12/31/2020 HTWM 0 2 FL6223.2 Evaluation R ort 12/31/2020 HTSM 20 FL11473-11 SIM200802 12/3i/2020 HU FL6223.3 Evaluation R ort 12/31/2020 HGT2 FL10456.18 ESR-2613 12/31/2020 ....................................C.�....................................................._._......_......_.............._...._..................................1............................. HUGT3 FL6223.3 _.............................................................._�.................._..............._.........................................._................._....... Evaluation R ort 12/31/2020 HGT3 FL10456.19 ESR-2613 .......................... 12l31/2020 HUS210-2 FL17232.6 ESR-3445 12/31/2020 HUS210-2 FL10856-R4 ESR-2549 i2l31/2020 ..........................................................................................._..............................._.....__...._...._..................._._........................._....._.................................................__..........................._..........._.................-..............-.................. S 12-2 HU 2 FL17232.6 ESR-3445 _......_.............._......_._..... 12/31/2020 S212- HU 2 FL10856.11 ESR-2549 _........................................... 12/31/2020 HUS26 FL17232-6 ESR-3445 12/31/2020 HUS26 FL10856.11 ESR-2549 12/31/2020 .................._.._...._....__............._....._...................._............................................_.............__. HUS28 _...._..............................................-..-.....-......-............................._..............................._._....._.__....................................................__....I...... FL17232 6 ESR 3445 12/31/2020 HUS28 FL10856.11 ESR-2549 .........1...._........._......._.... 12/31/2020 HUS28-2 FL17232-6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 12/31/2020 .........................__.._.....__...................._..........................................._..._.................................._-.........._._................ JL24 F 1723 .7 L 2 _............_........_..._....-...................._.._-......___..............._._......_....._.......__.._...__...._........_..............._.I.._.....----._..... E R-3445 S 12/31/20 20 LU2 4 FL10 .103 655 ESR-2549 _......................-....._._...... 12! 1/ 20 3 20 JL26 F 2.7 ESR-3445 12/31/2020 L U26 65 FL10 5.104 ESR-2549 12/31/2020 JUS2102 ii. FL17232i1 ESR-3445 12/3i/2020 WS210-2 FL10655.107 ESR-2549 12/31/2020 .JUS24.. . FL 17232.1.0......................... ESR-3445.........................................._.........................12/31/2020 WS24 FL10655-109 ESR-2549 12/31l2020.. JUS26 FL17232.11 ESR-3445 12/31/2020 WS26 FL10655.111 ESR-2549 12/31/2020 JUS26 2 � FL17232 11 ESR-3445 12/31/2020 LUS26-2 FL10655-112 ESR-2549 ............................................ 12/31/2020 .......................................-................................................................................._._................._...-..........-.................................................................................._....._................................................................................................................I..........._..............I JUS28 FL17232-11 ESR-3445 12131/2020 WS28 FL10655.113 ESR-2549 ................._..................... 12/31/2020 ...................................-......................................................._.......................... JUS46 .... FL1723211 ................................................._......................_......._.................................._................................._.._..._._...._................. ESR-3445 12/31/2020 WS46 FL10655-118 ESR-2549 ............_.........I.................... 12/31/2020 KII FL17241.15 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR-2615 12/31/2020 ............................................._....._..................................................._............................................................................................._........................_............._..............................................._...................................I...._......._............._ KST260 FL17244.15 ESR-3455 12,3112020 MST60 FL10852.7 ESR-2105 ............................................. 12/31/' 0 J LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852-4 ESR-2105 12/31/2020 LSTA15 FL17244.18 ... ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 12/31/2020 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 12/31/2020 ............-......_..............................................................................................................................................................._......_...._.........................................................................._................................_........._................................__...........-......................... LSTA24 FL17244.1$ ESR-3455 12/3112020 LSTA24 FL10852.4 ESR-2105 ...................-........................ i2/3112020 LSTA30 FL17244.18 ESR-3455 12131/2020 LSTA30 FL10852-4 ESR-2105 12/31/2020 LSTA36..................................... ....................................................._......................................................_.............................._.._........................................................................................._.............I.......... FL17244.18 ESR-3455 12/31/2020 LSTA36 FL10852-5 ESR-2105 12131/2020 .........................................................................................................._........_....._.........._........_.........................................................._.................._...._..........I.........._.............. LTS99 FL17219.2 ......................................................_................._........_........ ER-0200 12/31/2020 LTT19 FL11496.3 ER-130 ....................._................... 12/31/2020 _..................LTS20B........._...................................FL17219.2 ........._...................._.........._...._..__............_....--._...__....__........__..-.._...-._.............................._..._........_......_........................._._....._................ ER-0200 12/31/2020 LTT208 FL1 i496.3 ER-130 ......_..................................... 12/31/2020 LTT131 FL17219.2 ER-0200 12/31/2020 LTn31 FL11496.3 ER-130 12/31/2020 ................................................. LTW 12 .........................._.._....._........__. FL17244.8 _. _._..._..............................._..__........................................................................................................................................... ESR-3455 12/31/2020 LTS12 FL10456-29 ESR-2613 .........-........__................... 12/31/2020 .....................-..........................-...........................................................-............i..............._...................................................._.._.............................-..._........._................_......................................................I...I..... LUGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 ...._.....-......._................_... 12/31/2020 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446-15 ESR-2606 12/31/2020 .._......................................... ..........................................._.._..................................._.._..................................................................................................._.........................................................-.._................................................................................_............._.............._...._...................... MP34 FL17244.23 ESR-3455 12131120M A34 FL10446-3 ESR-2606 12/31/2020 MP4F FL17244.24 ESR-3455 12/31/2020 LTP4 FL10446.19 ESR-2606 12/31/2020 .......... ................-.....................__................................................_..............................-..............._...................._..............................................................................................................._.........._.........._....._....-......_......................__....._....._.._I....._........_......... MP5 FL17244.22 ESR-3455 12/31/2020 LS50 FL10446.16 ESR-2606 .._._. 12/3V2020 MPH3516 FL17240.3 ESR-3447 12/31/2020 WMI416 FL10667.86 ESR-2615 12/31/2020 ...................__...........-.............-....---........_...-_..........................................................._......_.._............................................................_.........._..__...__....................._........._......................._...................._........__..----.......-......... MSTA12 FL17244-18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 12/31/2020 MSTA15 FL17244-18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 12/31/2020 ..........................._......._......................................................................_......................_...._......................-.._..............................._......................................................................._...............................................................................................................__........ MSTA18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 _.......................................... 1213112020... ............................................... MSTA24 _FL17244:18 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 . 12/31/2020 ..............................................................................................................................._........................_....................__............_............................_.............................._...._.._...._......_...._........_......_....................._..............._..._.............__._._..................... MSTA36 FL17244.18 ESR-3455 12131I2020 MSTA36 FL10852.9 ESR-2105 ........................._................ 12l3112020 .....i........._......_.._.............I. ..........................................................._................_..........................................................................................._............. MSTC40 FL17244.26 __........................................................._.........................._......_............................................_....._............................. ESR-3455 -...................... 12/31/2020 MSTC40 FL10852.11 ESR-2105 12/3112020 ......_......._.............................._._................._...-.........................-....................._...........................-............................................._..............I.........._........_. MSTC52 FL17244-26 _..................................................-.....-.........................................._..._..............._...... ESR-3455 12/31/2020 _.._......_.__........_.............. MSTC52 FL10852.11 ESR-2105 ..........................._............... 12/3112020 .................._..._..........._...... MTW12__........_......._...._......._..._ ..................._...._.........................._..... ..............FL17244-8 _..........._...................._.._......................__..._..............._.............._.........._...................__....................... ESR-3455 12/3112020 MTS12 FL10456.33 ESR-2613 12/31/2020 ..........................................................................._......_................................................................._.............._..........................................................._.._....................................................._._..............---................................._....._ MTW16 FL17244.8 ESR-3455 .._..........__..I......_............... 12/31/2020 MTS16 FL10456.34 ESR-2613 ............r._..................._._... 12 3U2020 ..................._........................ .._............................_.................._................_............._.....................................................................I.......I.._...I........... MTW18 FL17244.8 _.........._............................._.............._.................._.-................_..........................................._............_..................._........................ ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 12/31t2020 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456-36 ESR-2613 12/31/2020 ............................._.............._..................................................................................._....._..............._.-...................._........_.._................................................._. MUGT15 FLi7240.5 .. _......._......._.................-.._.._.........-....._.................. ESR-3447 _..........._......__..............._ 12/3l/2020 MGT FL11470-9 SIM200803 ....i..................................... 12/31l2020 NFM35X12 FL578.2 Evaluation Report 12/3112020 MBHA3.56/11.25 FL13904.6 ESR-2616 12131/2020 .................................................._._.._......................................................................._...................._.........................................._............................................._............._........_._..............._........._..........._.............._...._...._....................._._...._................_.._.. NFM35X16U FL578.3 Evaluation Report 12/3112020 MBHA3.56l16 FL13904.6 ESR-2616 12/31/2020 PAU44 FL17239-13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 12/31/2020 .........................................................................................__.............................._.I. PAU66 FL17239-13 _......................_......._.._.._.................................................---.............................................................._............I..._.._...................... ESR-3449 12/31/2020 GLTV3.516 FL10667.8 ESR-2615 ......................_.......I........... 12/31/2020 ................................................................................-.....................................-......................._......_..................................................._...._._..................................................._.-.............................._....................._........................_...._.........._.........---...... PHD2A FL17219.3 ER-0200 12131/2020 FGTR FL11473.2 SIM200802 ._.........._................._.__..... 12/31/2020 .........................._....-......_....................__........_........_...................._.......................... PH)413516 i..._............................................................................._......................_...............__......-...._..........._.._...._......_..-.._._......._..._ FL17241.20 ESR-3444 ....i........._._..__................ 12l31/2020 CS16 FL10852.1 ESR-2105 .....i.............. j.................... 12/31l2020 RFUS FL6223.5 Evaluation Report 12/31/2020 H1 FL10456.5 ESR-2613 12/31/2020 ....................._...........__-.._............._I...._......._... RS150 .........__................................_..._............__.-......._........................................._.........._......_.....__..._................._......_......_............................................................__.................-................................I FL17244.27 ESR-3455 12/31/2020 H10 FL10456.6 ESR-2613 ...._.............................._..... 12/31/2020 .........................................................................................................................._...................._..............._......................................................................,......................................._................_......................................................._ RT15 FL17236.3 ESR-3448 ..................I......I.................. 12/31/2020 H10-2 FL10456.7 ESR-2613 ......................................._... 12/31/2020 _..____._.._........._._..................I--........_--.._._........_......._....................._....................._..................._...._._... RT162 FL17236.2 _.........................................----......_..._..........._._.._...._...... ESR-3448 .. ... 12/31t2020 H10A FL10456-6 ESR-2613 ............___................._....- 12/31/2020 .........................................................................................................................................._.._................................................................................................................._........._._...................................................-................................................................ RT16A FL17236.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2613 ............._............._........... 12l31I2020 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456-14 ESR-2613 12/31/2020 ............................................................................................................................_ji- RT4 ................................................................................................_.............................................._.................._.._..........................................................--'--........._........._ FL17236.3 ESR-3448 12/31/2020 H5 FL10456.15 ESR-2613 _._......._._........................... 12/31/2020 RT5 FL17236.3 ESR-3448 12/31/2020 H25 FL10455.11 ESR-2613 12/31/2020 ........._...................................................................................................................................................._...................................................._................._........._-..._.............._......................._...................._ RT7 FL172363 ESR-3448 .............................._............ 12/31/2020 H2.5A FL10456-12 ESR-2613 ..................,......................... 12/31/2i0A RT7A F 172 L 36.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200803 12/31/2020 _.......................RTBA........... FL17236.3 ESR-3448 12/3i12020 SP1 FL10456.41 ESR-2613 12/39/2020 SPT22 FL17244.30 ESR-3455._ 12/31/2020 SP2 FL10456.42 ESR-2613 12/31/2020 .............................................................................. SPT24 ............................................................_......I............-............... FL17244.31 .............................................. ESR-3455 12/31/2020 SP4 FL10456-43 ESR-2613 ............-_.._....................... 12/3i/2020 ..............................._................_............................................................................................_............................................................................._............._........................._........................................._........................_..................._...................._................ SPT4 1 4 FL 72 4.32 ESR-3455 12/31/2020 P S 6 FL10456.44 ESR- 13 26 _............_................_........... 12/31/ 2020 SPT6 FL17244.32 ESR-3455 12/31/2020 SP8 FL10456-45 ESR-2613 12/31/2020 ........_...._........._._................_..........-......._.............................._..............._....-...................._..__.........._.........................................._................._............._.._...._............................_.......................................__............_.............._....._........-......_............ S PT8 FL17244.32 ESR-3455 12/31/2020 SPH4 FL10456-46 ESR-2613 ..........I..................-.._........ 12/31/2020 SPTH4 FL17244.32 ESR-3455 12/31/2020 SPH6 FL10456.47 ESR-2613 12/31/2020 ._............_...._._........._.._.._........___.................._.._ SPTH6 ...........................-----...........__.._...._............._......................_..........__..................._....-...........I..._.-...... FL17244.32 ..._........................................._............._......_......_......................_........._....._.......... ESR-3455 12/31/2020 SPH8 FL10456.48 ESR-2613 ...._....................................... 12/31/2020 SPTH8 FL17244.32 ESR-3455 12/31/2020 U24 FL10655.141 ESR-2549 12/31/2020 _......_.........__...._ SUH24 ...._.._..._........................_._..........._......_......_._.....I.....__.._ FL1723213 _..._.._................................................................_......_...............__...._-..._........_....................._......_.............-....-_ ESR-3445 j...._........_.. 12/31l2020 HHUS28 2 FL10655.3 ESR-2549 .................._....................... 12/31/2020 THD28 FL1723216 ESR-3445 12/31/2020 HHUS410 FL10655-4 ESR-2549 12/31/2020 ...........................THD28-2_............... ........_.....FL1723216......_............_..........................-......_...................................ESR-3445.................................................._...............-12l31/2020 HGUS5.25/12 FL11468.11 M200804 .....1221..... 0.. THD410 FL17232-16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 12/31/2020 ........................._..._......_.._._......................................................_......._.........__...._......._................._..._............._.............................._................._........__.................._..............._............................................................_.._ iND412 17 2.16 FL 23 ESR-3445 12/31/2020 H 8-S S3 DQ D FL10441.1 R- 330 ES 2 ..........._.............................. 1/ 12/3 2020 1 TND6 2 17 16 FL 232 ESR-3445 12/31/2020 M T 4 S AM2 FL1147 .19 3 2 SIM 00802 1 t 1! 2 3 2020 THDHd1.4............................._.......................FL1723217..._............................__......_.................._......_..............._.....ESR-3445......................................................_...._......1213112020 MSTAM36 FL11473-19 SIM200802 12131/202b ........................................................................-................................................................._............................................._................................._........................................................._..............._..................._............_.........._.._ UGTS3F F 033.1 L2 Evaluation R ort ...............I......_..._.............. 12/31/2020 T MS CM40 FL11473.1 9 SIM2 00802 ....................._............-........ 12! ! 31 2020 UPHD8 FL17219.5 ER-0200 12/31/2020 HHETA20 FL11473-9 SIM200802 12/31/2020 ...................................................._............_..........................................................._.........._..........................._................................................................................................._..........-......................................................................... - - - LGT3SD 25 S FL11470.7 SIM200803 ................._......................... 12/311202D - - - LGLIM26-2 FL11473-12 SM200802 12l31l2020 July 8, 2020 PRODUCT APPROVAL SPECIFICATION SHEET (2o,8) 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 Cate o Subeate o Manufacturer Product Desert tion roval Number(s) Test Pressures Ex . Date 1. EXTERIOR DOORS N A. SWI GING aT Therm ru F irber-Classic and Smooth -Star NON-IMPAC FL20461.1 + 67.0/�7.0 sf ! 0 12/31 2 21 ThermaTru Firber-Classic and Sm o h o t-Star NON-IMPAC ( FL20461.6 + 67.0/�7.0 sf 12l31/20 1 2 Th aTru arm Firber lassi and Sm oth r -C c o eta ON-IMPAC M FL20461.9 + 67.0/$7.0 sf 12/31/2021 ThermaTru Firb r-Classic and Smooth -Star NON4MPAC FL20461.14 +67.0/-67.0 sf 12/31/2021 ThermaTru Classic- and Be Crag nchmark FL15225.1 + 67.0/�7.0 psi 12/31/2021 arm Th aTru S t moo h-Star and Bencivnark FL15225.5 + 67.0/�67.0 sf P 2/31 2 1 / 021 ThermaTru FiberClassic Smoothstar GassicCraft Rustic FL7640.1 67.0/�7 0 sf 1 / 2 31/2021 I B. SL DING MI Windo ors sus and Do i s Sere 420 - FL15332,1 FL15332,5 + 40.0l-40.0 sf P 12/ / 31 2020 PGT Series 5570 FL251.10 / 4/14 2021 C. SECTIONAL CI a Buildi Products Y Residential WindCode Doors W 8X7 5 F 5279 37 L1 + 30 O/�2.0 sf 5/21I2028 CI a Buildi Products Residentia WindCode s W I or 5 (16X7) FL15279.53 + 30.0/-30.0 sf 5/21/2028 CI a Buildi Products Residential WlndCode Doors W6 8X7 FL15279.85 +38.01 42.0 sf 5/21/2028 CI a Buildi Products R iden ial WlndCode es t Doors W6 16X7 FL15279.102 + 37.0/-41.0 sf 5/21/2 028 D. METAL LOUVERED DRS Curries Diusion ofAADG Inc 607 707 727 747 and 847 SI le & Pairs of Doors F 1 7.1 L1 53 / N A see lest sM 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 sf 10/8/2023 PGT Series 5500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 F 1535 . L 11 + 40.0/-b0.0 sf P 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0i' 40.0 psf 4/3/2023 P T G S 'es en 5520 FL243 4/30/2025 D. MULLION MI Windows and Doors Series 5764 F L15353.2 N/A 121 1/ 0 3 2 20 PGT Series 5500 F 61.1 L2 NIA 5/26/2021 E. OTHER 3. PANEL WALL James Hardie Buildin Prod. Cem lank La Sidin and HardlePlank La Sidin P P 9 FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2020 B. SOFFITS Alside Solid and Vented Sofit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16i/2022 B. UNDERLAYMENTS Tamko 151b Felt Undefiayment FL12328.6 N/A 10/1812021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thom son Arch Metal Com . Oft Rid Vents - FL16918.1 FL16918.4 N/A 9/9/2026 Florida Metal Products Inc Vent RV10 F L21580.3 NIA 12/31/2020 Lomanco Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 - FL7849.27 FL7849.28 NIA 12/31/20 0 2 Boral Tile Saxo 900 FL7849.16 - FL7849.20 N/A 12/31/2020 F. METAL ROOF Gulf Coast Su pl & Manufacturin , L P Y 9 0.032" Aluminum GulfLok 16" wide roof nel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 All American Shutters & lass G Galvanized Steel t P Sam seals FL17869.1 N/A 12/31/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Sim son Stro -Tie P see chart B. TRUSS PLATES ITW Buildin Com onents AI ine Truss PI ates - FL1999.1 FL1999.4 NIA 12/ 31/2020 MiTek Industries Inc. Truss Plates - FL2197.1 FL2197.5 N/A 1l1/2023 C. ENGINEERE LUMBER D We erhaeuser Y Rim Board LVL PSL LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Co . Hf Stren th Con r t c e e Lintels FL158.1 NIA 5/21/2022 Commercial Concrete Products, Inc Hi h Stren th Concrete Lintels FL1774 N/A 5/25/2024 ro ucts listed below did n des tra t r The d of ons to oduc a oval at an review. I understand th at the ti fin at me o s ction of these roducts the follovvin P Pr PP to , Pe P 9 information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATUR E DATE �0 a) c- to -O C6 O'� N � U L � L Q C O 0 a ca - }e -0 N n- N C N -0 tT3 0 -0 -0 i O O L _ - -L o = t'Q O .4... LL O - -- W ) O = H -0 .- -� CJ� �- Q u I� r W L. CD �J z C_ W _ �V O lL 0 l- C O W U �V m 0 s_ L LLt C � n= Q W z ___I Z Q J SHEET NO. PA 1.0 L 1. Florida Department of Business & Professional Regulation page 10 a Building Codes and Standards 12120019 Product Approval Application Detail PP a r CoG EndW or 91111,11. pja, Data Pending j IYat V,,J,n Manufacturer S2maf8 EnglrMer aLiunae Yalldatetl ev validated Submitted FEC Aggnvel A,—d III — Rai 2017 Ttrorma-Tnl Corpondlon Rick VINIgm Lyntlon F. Schmidt, P.E. Ryan J. King, P.E. 1011152017 07//22017 101182017 12M22017 Approved Category: E)dwlor Doom (419)298-1740 PE43409 (813)767-65S5 SubCid.gdry: SMnglrlg Exlener Door Assemblies dckwillIwbidgwrisu9arls. Compliance Method: Evaluation Report from a cos Florida Registered Archiled or a Ucensed Florida FL#W4a14t2 Professional Engineer Produce I Sege Product Model. Number or Names Qua1lN Aasunncs Aooroved Product OeecriMion Cmanct E[drrlgn Data InKVW for Use Aooroved Outside for Use HVW Impact Design 322w= Pressure 1 TmFlDer-Clessk and Smooh-Sler Nominal 68Ki9;8 &tauH NMm lid& rot' Opaque 12A720 No Yes No WA Comp.a. Edge Fiberglass Single Door (Irm ing/0ldawbg; X configuration) 6 f. Thetmo-Tm Fiber-Clacsle and SmoarFSter Nominal 8&*39;0 &quallorvlmpacl&µal; Opaque 12/31/2020 No Yes No WA Composite Edge Fiberglass Single Door (InseAnglOWIYAng; X donaguradon) 9 1. Therma-Tru Fiber -Classic and SmodMSter Nominal 68ar39;8 &quHNon-Imped&quat: Glazed 121312020 No Yes No N!A Composite Edge Fiberglass Single Door BnsMng/OutsMrg: X conagureeon) 14 n. Therni Fiber -Classic and Smooth -Star NominH UMS;0 8,quotNon-Impact&µlot; Glazed 12/312020 No Yes No WA Composite Edpa Fiberglass Skills Dow 0.7 : X Domiguration) F1I1533245 egy,g Rddusts Product Model. Numb. or Name 1 SERIES 420ALUMINUM SGO 2 SERIES 420ALUMINUM SGD 3 SERIES 420ALUMINUM SGD REINFORCED 4 SERIES 42DALUMINUM SOD REINFORCED 5 SERIES 420ALUMINUM SGO REINFORCED Florida Department of Business & Professional Regulation 1.p.2 0l2 Building Codes and Standards 12w2020 Product Approval Application Detail Outside HVHi R sls am SERIES 420 ALUMINUM SGD OXO 12/312020 No Yea No NIA 145.Y48,quot7.80aquot: NON -REINFORCED SERIES 420ALUMINUM SGD 07, XO, XX 12nl2020 No Yes No N/A B6&qua',z60&qud; NON -REINFORCED SERIES 420 ALUMINUM SW REINFORCED OXO I27312020 No Yes No NIA 145­3/4&quax96&qua; SERIES 420 ALUMINUM SGD REINFORCED OX 12/312020 No Yes No NIA XD, XX 968qudxBeilquol. SERIES 420 ALUMINUM SW REINFORCED XXX 12/372020 No Yea No N/A Florida Department of Business & Professional Regulation Building Coda and Standards ProductAMmM Application WWI Poe i ern 141502014 g�i107-IR gage LbMLe 21* gar mdLfmn 20 ma yard" lam calm lDdeaL.LiMeevwmobd Ill, YYeri Lmari IRgAaffaMI hmem am IYvwDn 2017 CUfdtHM DNlalo. of AADO, kro Dedk Oliva UL LLC Ted eemm, PE 11130 Y 1021201 57 120=17 Approved CeYgap Odarbr Dees (841) 494.2044 (3� ee•4707 BriCg"wr Bdrir Dow COMMO b dowdeao®ee eabby.w Ca perdu Wart C nMoatlm Mark a Wine in agiiinALemom aeaaAlesee Aiam.dformum A um IM" gaam Lilt wee ELM 161Y1C 2MUNLUM BMWs maim 1 W7.707, 727, 747, and 847 Wright oed Poke of Dose FrWL O. W. and Louvaad Hrgle end Pak. of 120312025 Yes, Ya Ya WA hollow MNW doss. Florida Department of Business & Professional Regulation Page 3.16 Building Codes and Standards 12112J2018 Product Approval Application Detail e. - Cotle rntityor Date Loh Data Panel- Qtt 7YLt Vanillin tleollOglV[el Contest Endneer&Encase 4atidatetl By v.naatetl Suborned FSC Aoorovsl Aporo.ed span Revision 2017 Therme-Tru Corporation Rick NMgm Lyndon F. Schmldt, P.E. Ryan J. King. P.E. 12/132017 127132017 1221QO17 02/132018 Approwd Category: E)irbr Doors (419)298-1740 PE-43409 (813)767-6555 Subcategory: SWnging Exterior Door Assemblies rickwGrwbldgconslat.ms. Cempnanoa Method: Evaluation Report from a cos Florida Registered Archtied a a Ucensed Florida Professional Engineer FLM4b1443 Products Quality Assurance Approved for Us, Aooroved for Use motor Design saga Product Mgdsi. Number.Name Product Descngtlon Gomract Exoiritlon Data In HVMZ Outside NVNZ t P.—no 7 a. Thermo-Tru Foor-Classic and Smooth-Ster Nominal 66d39;8 &quo1NonHlmpad&quH; Opaque 121312021 No Yes No WA Composite Edge Fiberglass Single Door onswmgiOmsMng: X configuration) 6 f. Thermo-7ru Filer -Classic and Smooth -Star Nominal WM9;0 &quotNon-Impod&quot; Opaque 12/312021 No Yes No WA Composite Edge Fiberglass Single Doerr (In@Mng/OulsWng: X con igurabon) 9 I. Therms,Tru Fber-Claersic and Smooh-Star Nominal 6=9;e &quHNon-Impact&µrot; Glwed 12/312021 No Yes No WA Composite Edge Fiberglass Single Door (Insvmi;KkA Mug; X antigun don) n. ermo- m er ss c moo r e tap o :"'I'd o as Composite Edge Fiberglass Single Door (InpMngA7WZMng: X conligurabon) Florida Deperfnlard of Business & Profassknal Regulation Building Coda and Standards Product Approval Application Detail Pegs I a I II IMMI. aria AniOld gar 20 fMbo.m 20 in Yaara maedagaee SmMad samM.11laee XdMMedml INN d AWN" MCA=mvw among atdla R&Wgw W17 cbm re - - p Products Canfuny Mork IAlasNr%W Ndareek Teatlng Srvlo.s NA Oery Phahlar 1112aag17 Den011017 IZIOM17 Approved Cabomr. EMedor Doan (513)7704M Ina. (513)5femsel aOCsMsy: Sedbaal EaNrbr Door Aaa"M" nnvarn5@Ndtlopy.mm Comparlee MWw* CorOkod n Mark or Willing aggp vd11,use, AeisevedarUa km= 2 m sat m goomiaLobaRL20 in1m1i 21MILt= ammo neelea 37 037 VY549 PAWN151: BOA $4. TJ, 75, IND, 190, 78. Steal Pin (min. 25 go.) Skq*Car (up M 97 wMa) 05,212on NO Ya No .30 PSF/J2 78V, 4RSr, 4R$F, SR57, &W, 2RBT. 48, 42, a5, 4011, W NDOGI EMI7{; WS Oorpe Dow PSF 4M 5M Goes. ODWV, GRIM, GROW. ARM. ARM. ED5& ED58V Florida Department of Business & Professional Regulation Page 2013 Building Codes and Standards 120IM20 Product Approval Application Detail FLa17490.45 Products ace t Roden Nodal. NurM. m Nanr Roduct Descrbtion Comrad E1mNellon DHs In HVHj OutHG HVHZ Resident PiIess(te 2 1a5 SH 5202 F /Fi.enge From IG/SG Single Hung I OlCa2027 No Yes No +01-60 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pega2 a2 mrrm Florida Department of Bus peas & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 2o12 527r2020 WAMW Qs' EMIoLof Rim 20 Date Pend- rot Cod, E]gh lit .De1? Date pandrr 2'�°- zw XKMU Nan�w�,artliner fig( LUWUWr&Licence XWUUNILk gaai a lib(gM(ggg FBCAmroval amwxag MOUL 11M yersigg BIiD11da91atM ggptggl Endirm&Ucerre validated ey validated Submitted F13C Aooroved A9MOVIld Alafe Revision 2017 PGegory: ores Jena R88-010 Mleml-Dada BCCO -CER Mhm4Dade SCCO -VAL 0225I2020 01272020 07282020 Ppprowtl ReNalm 2017 MI Wndoxt lino Dons Brmi SAlingm Amenpn Archbetlurel blown M Undi, PE 06,OIf1016 O6Aa2DiB DEG 72016 Appowd Category: Wundaws 1941j 486-0100 (786)375.2590 cargory: Windows t717) 365-3300 Manufacturers Aswitnion 1717) 3174454 fubCatagory: Ported cm owsku�pgtindusmes c Subcategory: Fried Ddanger�mlwa.com Cgmp9ance Method: Certification Met or Ensiling Compliance Method: CeriifcHion Mprk its Listing FLi243-RZ2 Products FUH5341i Products CAMIRY Asluranoa Aooroved fa Use Aporonid for Wes lrnwt Design a Product Model. Aurrowd la Iha Atuxoveo la Uw at m Z (�gt H P Side Prodion Yodel. Number or Hems Product Description Contract Ealntlon Dale In KVHZ Outside HW ResistantPressure 6 PW5520 (Loge Misdb Implies) Vinyl FrxWgmdow 04JW/2025 Yea Yea Yee NIA 1 185 pW 73 X 72 msuieted Glass 04N32023 No Yes No -60160 Florida DepartrrrM of Business & PM%Slionol Regulation Page t .11 Building Coda and Standards /main Product Approval Appikatbn DeWI MA7& m gob iDM" tar 21e g1r.bmm m Min YsMm OImdlMeea[ gmftd bdmKAlleee YdMeMml Idiod mmrM !lgeemd Amour aura Reelable 211117 Threw -Tor Corpaatlm Rick WIW Lyndon F. ssriYs. P.E. Ryan J. pp, P.E. 100111=17 10HD2017 101222017 IM22017 Approved Ceb"r. Exlerlor DOM (4/9)nls 1740 PE-434M (013) 7a74Ha6 SeeQeseti eakgig Exterior Dow Am, M�AYft Caaparr@ Magee EpNeen Report learn a ant Florida Reg%WMAmhSOt as Llewred Firlds Pmbeebnat EnOsaar t3iMNAtEmb" alaaretlloge anomkLMLgm AOEm0LLbLim in" gum Lai globoxwkgioamk 10 ima gMeW. Nvw Dowd F e 1 a Ae uetXilleseclessiollessol;, &wulotanratlrSNr&rArt. &Uwe &µ ot;hvadawlrt amm Fb g" 1201=1 No YearYa WA w igtrtplwkCaMt ekgMDM-PD&wA wOAwft CaftuNWa RIMtloswnot Ba11>22.m Tom Yawn meadeasK Ravlabn 211V Jenks Hahne guests ProdurM. Ma cbag.ryr. POrew Wass aWcargary: sift Csapiwra Wgwt Evaluation Raped from e Fiorito Rag' W Amhbd or a LMOred Florida RobwionH Enpklew fal 2 HOdMPW111Lop Skag Florlds Daps. Inner. of Business & Professional Regulation pow 1 .11 Building Coda and Standards imwe Product Approval Application D&WI lolk.ar grit aft 2dtEMd gale geed laieMaLuee YYftMMmt YSWtri AWDaed Lsffieo oft AsnanMd Dom PYpelrp Zhu Rased 1. ODWS �Sou�PA, Oa2a2017 Oemwm? O8I.Mel 17 /0n&Mil' Approled i (M 349.2927 PE-24121 OVW-Olh*b--W di.00m gMdkAame h KMM KAE AemMLMLim Ism gum PodudDeadoMm 2203OXe. le IRWAC Outside fawM P a Rsr-onwtimpw" 12031lom Yes Ya WA MA Florida Department of Business & Professional Regulation Pag.I a Building Codes and Standards 12orm2o Product Approval Application Dfirtail FUNI @ll.d2a Oualty Anvaa Aoprowd fa Use Aooroved ter use I. —I g Florida DepaMnent of B4sliu m & Professional Regulation Prw 1 a 1 Building Coda and Standards IAZMIA Product Approval Application Detail 8i111 gage Alm= ode aria RoLbodw gar MU Y1om aaMdeMeac imam twooKAlaeoas Yaaemm( Moo" LiM M FMANWed Aeaaad ama IMvlabn 2017 Jartra HMdM aikang produce, Nit. perso t:ng &W Ronald 1. opawo John SOOhM, P.E. oe2ar I7 OLM=17 Oe252017 10MOMI7 Approwed ciMgag: Penes visas me) saga" PE-24121 (352) 387,2M SubCab sy: 810p DIngalwang&kuOMrawallaf Co WNi 0~ Enlallon Raped horn a dM.0on1 Florida PAOWb lid Aarluad or a Bared Fla Pro6aatnY Engkrr anaLam Aota.mLMtlm AemtdiwJm IMeO gem MA mmWfeAam SankimE.W MHYM OUMOK HZ now" meta 2 HwdaPMat Lop 86g teereorrAm IMP sNig 121312020 Yes, Ya IMA WA Florida DepaMlent of Business & Proiessional Regulation Page+ a l Building Codes and Standards usable Product Approval Application Detail )s ejans4u gm idlta fM are ortlmga no me Yakam Molar go" loaaracAlmar Yaa0arlLm( imiad sma1W FWAeeeel horsed &am Re ON 2011 Thw.*-TM Capaalkn Rick V*W MIUMIAtse teeisme Rya J. IOq, P.E. 12202D17 0 21,2017 12r2720/7 Approved caleow. Exbror, (419)2MI740 iWless"M nngam (8/3)797-SM SWCOWW. SWIMI g Oerbr DD"Aetanlbaa rid(w*Mtdg rwuadL Ceelpearw 00ot CMiaMbn Mat a titre data Lit kKALSM 8ai tamodem gemlm9ma>Mft 1L1411112 giodkt= Bawd P— I a &*Mtcbwwcmtk ct and apiH>Bendfinet by a and W Opaga and Gbmd Fbwgbw Dowweh 12131202/ No Ya No WA ThOmO-Tnagmt and wMlod sideaas. krwkg and OuMhg Florlde Departnlei of Bueinsa & Protaaional Regulation Pegs 1 at Building Coda and Standards Imam Product Approval Application DeWI lid fob ➢err gar aMLBMraa 20 mi Ymm massialim 2@WW AmiNK►lk a rilfteadmt Y11dai 1N.aaW ld1J)M-W sunsuit time PA-Ww 2017 O"w & MV PNOIroN Caaparry Mark Nlasrrald kdsn*TeWq Servkas NA, ay ilfallor 112ilkii 0e1102017 12A52017 Approved classier: ElderbrDOM (013), Y1a (513) 5194M Sp6Ciassib : Sadbnal EaNrbf Door Assembles aNas@YAlatOg)d0(My4rm Coa4WMs Wart Cergalkn Mark or LNNg !Lnfaz:mft26M QEELAmme Ai,,,df r m AemMdfar LA- loos 2imm Lot B.Oi.L202dilm 200ALmmkilm81t MBYtQ 2ddiLt= amk= nausea 03 063 WS18 PAN-211"163: SM, 94. M 75, 1500. 190. 4R$T. SYH Pal (man. 25 ga.) DoWeli (Wr a IGV 050214025 No Year No NQ PSF/Jg 4R$F, OW, SRSF, 45, 42, 66, 4m, 42111, 568, 0058. 1 W) WNDCODEU174, WS ORsas Door PSF GOW, MISS, GRSSV, ARW ARWV, Goes. EDSBV Florida Department of Business & Proimioral Regulation Building Codes and Standards Product Approval Application Detail Papa i a t lmmis ims AlIkK Lit 21ka 29kftWn 2Me ma Ydidm lleadleo[ geftd AoolotsALree iddd" UNI M Add OW FMAMMM AeIMe! 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M SIOC@YSsry: close Hung dmwkopg*Wu*iwaom Ca.pSOrs MWmt CwWbibm Mark or Listing aNdkA Meoe AaM Adteer U, Assuaged 6,likes bud gate Lan EMint2ami99 geIMMLaIWmOMe Mutts gumiLlm>Z lewd ft e 7 Me4SOO (Cage MYW impose vw sftw Hap Window 0713012020 YM YM Yes WA FLAMN4tti rm m! Yawm 1Mad ld= Ravlalon 2017 POT aldllekla cis"W. Vaidrse seecoulaay: Milk" Cawpiraee UsOme Cebbatloru risk or Lbdp FLM14t"Pffieae ten 1 iWWM (WAa Door ail VNndowe s1�laM Florida DepaMnsM of Business & Professional Regulation Building Coda and Standards Product Approval Application Detail plea l a t lamas late aria 2lkElMM 20 Room AmebuLlL m YefMdmt YdWdM AskieW F2CA,—W AeneMi too DornRat MIrr90eda BCCO-CER MMMM)oda 0=-VAL 12050117 11/16017 12ma2017 Approved (941) 48MIDo (78e) 3154M dnrttapptl.dtrbNeam malydrmea AemMibe Un Aemdlalm � LMm 2MOOL2rm WM rmmMMMio ML2,2 anon: 2 0MLM : Drilm meads Aluminum Muasr OL26=1 Ya Yale, Ya WA Florida Department of Buslium & ProfaMonal Regulation page+Hl Building Codes and Standards lmmis Product Approval Application Detain gab lalrLe 21e gin Odebdim go ma tam lleaemhm tiers mgboLLU ee YWAIIEM )alM" AMMWO 9chmmvw &Norm two RVAM. 2017 AM* Mok Tlvrpon Lyndon F. SdarmlK P.E. rboru J. no, P.E iGKM 017 W132017 Ia/I VA17 12/12I2017 Approved cWpy: POW Wags Mile 9224= PE43409 (e13)IM-065 a ecragay; apace rAlrmpeorrQewo.am cosese its eosket EvHatlan Rape from a FlerMs Pepearotl Arduad or a tiered FlaMa PmlaaMat En9NrO QNINLa lorMe Aeomrrrijaitas AameW.fewlm bud gem Ant JaL mi9tDo@Oddm goomazwkileLow in 2dMiLf= ne = meads 1 &aµrot2raµrt$OR Ward or Bow VWO Son 12/312020 lie Ya No WA Florida Department of Business & Professional Regulation Page / a+ Building Coda and Standards tmmis Product Approval Appl katlon Detail 20k lMML9L 21k papa DOLho" 21M in NNW= Mmdllb [ !Adel lo.eeMiLme! YarYe0m1 YddMd awww m EVIAMM M Also m !rods Revision 211117 Tkrrn-TW Cmpxalbn Rlctl Wright NGO MIAob adaa. & Rion J. King, P.E. 1=0020/7 oWefaol7 122220/7 Approved cowaerr: aidsbr Dove (419)2WI740 wriso lulanum (81�7074i665 CaWNWAONlhotCaleoatMMokaLWp Can gmdkAalloox ArooaMO KAK Autkltlacgs faaaai 21do Lot emanuanumm I k. WAIZ 2WWgLltif>!i RUN" mesa 5 e. &ggk8ngdpr-&arabuot and Iliewotill ' rt by a and W Cpague and dbad Fbni$" DOW Mth 1213/021 No Yes No WA Thna-Tnigllot and MAbalSwta.'- I and CurMNp Ism raft ms Yalta !tea[ Revision 2017 POT kt0u drin classier: Eldar1 Doss SW4Mm9wy: gk *q ExtKW DoorAnwl"n cowfl n MW** C*AM=tln Mark a LMke Lot 10 8013-M 0 (Ergs Mbd o kllpaldI Florida Deprbrrrd of Business & Professional Regulation Pope / or / Building Cady and Standards usable Product Approval Application De till 20 21k lish.15siallm am 928M saftearALlee! mdoddmt MOM AWMam FWAIMMeal &mom AMR D@n part mwniasda 5000-CER MkM Deda 9000- VAL 12*112017 112N2017 12FJM II Apgored (941) 4e4100 MIB) 315-2590 dmwk*nftu@MWCCM 9MULANUMM A9atmfar Um A9s9ened fee.LIM Inane gem OaeaL2MIld" 1. m¢ gMailli i lllalMet Eaulea VNryl alwalp elm Door 0M14,12W Yes Yea Yes WA Florids Department of Business & Professional Regulation page / a I Building Coda and Standards Irmis Product Approval Appllandw Detail 1llfEVI-M Smog ILLMLa bra 21r 2MLbWgs gar me vomm Momdmbrs[ fm3rM lgdireLiLree vwmmm mt YMM" AWMaIM FWA®md Ammu1 AmM rentable 2017 Mi emkg PM&NN 00"WW Mark VYahrNM hdwrMk Testing Samba lot, Gary Pkrahlar 1IFAM17 mmom17 l2mG 017 ApprWAd Cowper. 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Numb. or Nanw Rodost Opxrlollon comrad Emirallon Dale In MAW Wald, HVHi Resistant Pressure eretalta!a gam m1 rinds LMMdeeoL PAWMN 2017 James Martine a0ag Products Nio. colowy: Pared Weil aw4mboSY: 8Mkg Ceapaarre Maalet Enlu , Repotfroma Florida Roglamed Ardaad or a lloem@d Florid, PrdealnMI En~ tsalate:eammll� Sol 1 Campbell, LOP Mdeg E gee ma )awm lrMdeunW IYVWon 20/7 ANNN 4laegory: POW Was MBCaMgpy: Sam Co.piarre Moko t EvaNition ROW ft.. BaldeA -' ArapNaer.LlansselFMrid. PM%Ndw at engineer fat left" Model. 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IOMM17 100=17 1011IJ2017 121122017 Approved (33g)922-2359 PE-43409 (813)76745a5 "nsrpaslasHMaam gmMkAmooe Assanew O.taLWt AgainswW.foc1M! land ➢elm EMMWfmd9m 20mkmLcukmwoao Rahn: 0s90 hyllz i silem PM Vast aslim VMyl Soda 1=12020 NO Ya NO WA -� Cu > a) i ^' W O 0 Q Q, O _0 O tit_ «/ O O O O W CIO O 4 V O CIO > /O LL L � . � CO ��/�/�� Cn m � co "aafeassea a) C: e � "aafee-eall CU U C/) 0 }^,� W U) CO rrrr� O Laaw CL CIO U U O 0 ♦W♦� a/ r V m cW G Q Z Z a .J SHEET NO. PA 1.1 1 ^W Florida Department Buse ass &Professional Regulation Building Codes and Standard Product Approval Application Detail relies a3 2ozozo Florida Department t Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Pace+ a+ 1A11M Fbffda Depsrtmsrtt of Business b Profeesional Reguation Binding Codas and Standards Product Approval Applkadon Dalag p.e. i at imaota Ilorida Deprlrllant of Business A,Pr0%alOnYl R Building Codes and Standards ProduetApproval Applcadw D4Nag rental IAMIO VJ ^' _W V -� O to Q O O t` � Cl f'�1 0 � U) � � Clio�V O O O •O iR �V O O (n •TTP��� •� E Cn ICU VJ =a •'^ VJ > ^0 IN; IBMM Cod.M2dN or Data and. Data Pandlna Myra yggpa masultoluraL Commit Fndnear i License Validated Validated Submitted F.BCAparl $eta Revision 2017 GAF Mcheel Slush Robert Niemkren Jahn W. Knozerlch, PE 12/11/2019 12/11MI9 1271BI2019 ding FRC Al Category: Roofing (800)7653411 PE-59166 (954)772-6224 eWCategory:AsdAre Shingles m acorn subcategory: Method l Evaluation Report from e France Registered Archpect or. a Licensed Fends prdesstcnalEngkleer FLw1o124-R23 Rodtcte QudltvAnural Amrowdfw Use Acaroverd for Use Inroad gnion Bank Product alluded.alluded.alumni a Noma Product Dascripdan Cw4rad EmlrAim Date In MVIIZ outside Fill Ral_taM Pre_sun 1 GAF Asphalt Roof Shingles Fiberglass reinforced 3•14b, laminated. 5-tab aria IV162022 No Yes NIA WA h,PMdge asphalt shingles W E,xla or _ - gat Dot. D*A penana gee TLM Vargo D Manuheturer demon Innam L License Validated By Validated Submitted FBC Antroral Approved tug- Revision 2017 TAMKO Building Products, Inc. Kent Eden Zachary R. rifest Locke Bowden P.E. 10/19/2017 10/052017 10202017 1W212017 Approved Category: Roofing (417)624-6644 PE-74021 (334)300-1800 BWCrigory: Undwl¢yments Nern_eden�temKa.com Compliance Method: hR.ctEvaluation Report from a Prad� u En�^ar Sect or a Licensed flonde Quality Assurance Aoprowdfot Use AaNOyetl for Use aal o Rodent Model. Numbs a Name Product Deserlodon Contract Emliallm M IB—RIQ Z OU1dda NVFIZ RKlstam Pressure Sate ioftK Yeti get 2MLbof a gat item vow -amnia loolrLLYMMM llmdk9t Ye10ot FMAMWad AMmnt boa RSWsbn 2017 LV. Thasspam, bra ma TWr"M NMOkbirel TanyCMnbmn Zis ary R. Preen Looks Bowden 1011WM7 taN10R017 10474017 12112=17 Approval MOM copely(TAK4M (813)246448 PE-74021 (334)300-1800 ROOag teny�gOnleteb0aaq.abntt tt AOoawwW But m m bdsRsl PartdlM Propel 8yshm CowPBntw Moto* Limon Repadfran ■ Flas WpMttd AmhAM a s LloarMal Fb" aAlinam iile M j� againtie! 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Thompson, lna di Thompson Amhbclwal Tony coastal Zachary FL redeem Lod,Bomdwt tonal 100102017 10H72017 ti/12/2017 Approval Metals companyy CrAMOO) (013)2/8-UN PE.74021 (334)300.1e00 CuteOwy: RaoRO bMyopptrtakmeq.coln Mr :ROoIYp Arlosnaarlee ram man Inlepal PM dtlg Raotbl0 8yatertu CartpOrtw&Mite* EwWtlon Repoli froar a Floft ReOlater ' Archbold a a Uobi W Flat Ma Postal Engineersr gm � 21MM Loa le101agrWrlm bJllllb gteYblllli L� iYeMloe 2 TAMCO Ooosww* Vem 28 cal DetaiNo Yes MIA MI-ai.D l" 8 No. 15 UL A hanseturstedo anlcle8 1OV1802 Yes Yes NIA WA Florida Department of Business & Professional Regulation page I of I Florida Department of Business b Professional R ation Dept egul Potentials at Florida Depwtrwd of Business b Professional R hdlon egu Pape 1 d 1 Florida Daparfrternt of Business b Profeniortel Regulation page / d t Building o sand StandardsInrz6,9 BtiNdkg Codes and Standards 1m110/e Building Coop and Stordards tmaole Building Codes and Standards lmaots Product Approval Application Detail Product Approval Application Detail Product Approval Applcadw Detail Product Approval Application Detail 11 Him .. 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Lnudrw, READ M1dwM Jam RWW. 10026 17 1011111161 IGIV2017 12H22017 Apposed Subcategory: Roofing Accassaies that ere An ecaderelomanco.com Maxie conpwy RAlffil (813) 34 44" PE-74021 (334) 300.1800 Mst* Conpeny (TAMCO) (013) 248-&t88 PE-74021 (334) 300.1800 Caasaory: Rooap 04) 7894400 CBUCI( Eng%ooMa P.E. 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No Yes No f97.5/.97.5 Florida Department of Business & Professional Regulation Peg. r of Building Codes and Standards Irv= Florida Department of Business & Professional Regulation Page, of Building Codes and Standards rza2oxo Florida Department of Business & Professional Regulation page 1 of t Building Codes and Standards Worwo Florida Deprtmard of Business & Professional Reguation Faw t d1 Building Codes and Standards 118=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Applcatlon Detail Code I'Voks Version Revlsron 2017 Mmutactulrer Boral Rooting Category: Roofing SuoCalegory: ftoomg Tgas Compllatca Method: EvaWetron Report from a Product Eveluaaon Ei,i MAIM or contact 6rolnaera Ucemse Validated By Pederson Rodin IAPMO Unlfoml Evaluation G"W.Walker (801) 3W609I Semces LLC. 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