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HomeMy WebLinkAbout2871 Lytton Hall DrINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room S3 DETAILS ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air S4 DETAILS AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius _ _ ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill S5 DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed SS RETROFIT DETAILS AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle D1 SECTIONS & DETAILS ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing WP WATERPROOFING DETAILS BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required PA1.0 PRODUCT APPROVAL NUMBERS BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALVor Galv. Galvanized RND or Rnd. Round — PAII A PRODUCT APPROVAL NUMBERS BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening — — BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf PA1.2 PRODUCT APPROVAL NUMBERS BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or J Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights �. CJ orr C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir 1 [71 El El El El El CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) [71F�E1E1E]E1E1 ❑ COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community Kor K.S.or KlWalt Knee Sp o SW S.W. Shear Wall COMP or Comp. Compressor KSS or K.Knee Space SYP or S.Y.P. Southern Yellow Pine III CONN or CONN. Connection LAUN orLauri. Laundry TB Towel Bar ❑ ❑ CONT or Cont. Continuous LAV or ay. Lavatory TEMP or Temp. Tempered � ❑ ❑ ❑ CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken L D or D. Dryer ILL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical OVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) MEAN ROOF 15 FT. HIGH TYPICAL FG Fiberglass (Shower Pan) PSF Pounds per square foot WP WaterProof(ing) FOR SINGLE STORY HOMES FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) MEAN ROOF 30 FT. PLAN REVISIONS OR 2 STORY HOMESGH TYPICAL DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID 08-20-15 1.0 NEW BASE PLAN FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 12-8-15 2.0 ADDED VAULT. CLG . CODE REFERENCES ARE SUMMARIES 12-28-17 3.0 2017 FBC UPDATES SEE CODE SECTIONS. E FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 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 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 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 09-20-19 4.2 ADD 8'-8" ELEV. FOR TR EVESTA the commencement any work. The Designer/Engineer are not responsible for any plan n 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 1L= 1E INI 114 AO& 1118M 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. Atl ING Control of Construction Site: CODES FLOR 1 a,, 'PUILDINQ,, Ci The Designer/Architect and engineer of record (EOR) have no NATIONAL ELECTRIC CL>>k c`, control over the construction site and shall not be responsible in W� any manner for control of the construction site including, but not C�Rgli�l/,f,�tr 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, REVIEW ®fit a vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before �T 1941 construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to PLAN EXAMINER take any action or preventive measures to protect such property against any such peril at any time for any reason. F a\°+��11tt1ttt6�f �rrr U V V fV,,,, ' Q• .r• c1S 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q O N 20400 4k N N 0 e.' " � � -'a N LLL a0 , a. tl! cn r- M LL � a Q6c,) Uu rn a I JLLLL — —6 Z cu c CIL it z o f- t U 0 2 m O co¢a W og�� rn Z00 N M Z LL O U 0 Q z ° C) ❑❑❑ W M �9 z N 0 z o � o_ M z C Ur 0 �N 0 U OL11 s u�a to c ZD �! r— J ELL, CD wQ ° U 0 y � ID � ¢ N IIIO O w M M LL— a 0 Zo w� Z QE w0 z ❑a CU i— XO a� O L) U 0 o � N i Q `; w0 ¢o &� Z25 ¢� Cn C: C: C V m2 Z Z<w F �Z Z �, U 3 Q 0� 0 o dn w o� ~3 o .Z w w< Y° t8tt� V� Z< a Ova 2V 0 C = J f6 l6 0 .� r\ > � C L C) o %.-000 � T 0 .� N J r _ O 2 r t, T r N � T o Z m Z E N a E U J Q p J JOB NO: 20-6576 SCALE : AS NOTED SHEET NO. C S 29'-8" 15'-10" O A O H.B. S3 EGRESS EGRESS ih AC PAD 11111w7uLli A S3 TYP @ 1 STORY b21'-2" \ �\ M� ----- O 0 ss -- --- N� 36 5DE 16EP a P NT Y 2w FC G s -2„ _ 10'4" m oo - j FIBERGLASSat M I SURROUND I B (� 51042 I - R NG 1 \� c CAFE I, VAULT. CLG. \� PATIO CARPET I o 11-7$„ N Q �� I - I T I BEDROOM -- — 8-0 CLG. OPT I CARPET REF. I 5068 B.F. '-8" BEDROOM 3 2 CA CLG' CARPET o 5-4 '77 2" r I 1 8'- "C G. TILE =a w o � �0 N rnm Z 106 `b 7�� 5 d I BEDROOM 4 8-0 CLG. CARPET 4068 B.F. LM T-6"4'-0° U)w O L6� "'W o v SINK wl , ISP TIL - D.W. 1 0 o L --- J ------------ — — ------------------- — 1" 1 I 1 6-10" N I I I 23'-8" - - - - - - - - - - - - - - - iv 2668 M HDR AT T-4" i1 T-10" T-8" 10'-10$" 2668 7 N ire ----- R&S - - - - I 7 " ,4„ 1 6„ -7 OM N A S3 TYP @ 1 STORY it I 2:12 VAULTED CLG. I FAMILY RM 9 -4' CLG. 1 CARPET 1 lMOD I 4�_0" I I i (/ E SURROUND DTT2Z @ BASE i� M 2 68 in A O 9'-4�' CL 3068 IL CCFOTE: SHED I I WALLS TO BE I FLUSH. VERIFY IN I FIELD. I I I I I I I I I I I I OS I o I I W I I O Ir I 1 1 O I I r- I I x ( I co I i ENTRY 8 -0 CLG. o 0 " T 5'-11$' T R.A.G. AHU (3) 2x4 #2 SPF w/ K DTT2Z @ BASE S3 r v �-� IIN UXI IIX QI I )< I I I / l I I l l �j �,� K S3 EDGE OF SLAB 2" BEYOND WALL 20'-O$" — IT 8'- " C G N 78, I I I I I I I I I I I I I I I o T 01 ILE _ o OPT. D PT. I 003 c.i 17'-8" -- ---_ — R&S HANSON BOX @ 36" A.F.F. ZDRYER VENT THRU ROOF 2668 7,-8„ SS 60"x36" SHOWER I 5'-3 " 8z 3' 10" -1 T-0„ rn OU)� MO w 1 cv N� T I I OWNER'S SUITE = 8'-0" CLG. B 60 CARPET 0 W. I. 8'-0" CLG. r CARPET ---- R&S ---- °` I 2 CAR GARAGE 8'-0" CLG. 2'-6" BUILDER TO PROVIDE O APPLIANCE W.H. PROTECTION N WHEN REQUIRED PER FBC------------ ' I I I I I I I I I I ( I I L I I I I I I TYP @ K GARAGE S4 OPENING '-0' j CL UNEI L, 5-SH 6" DPrT 0 A S3 0 0 0 Cn m^ 0 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 314" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18 X25 S.H. 13 20X38j 184X371 S.H. 14 20 X 50 j 18 7' X 50 S.H. 15 20X63 184X624 S.H. 16 20X72 18jX71j S.H. 11-12 271/4X26 26X25 S.H. 1 H3 27 1/4 X 38 j 26 x 371 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 i 36 4 X 37 314 S.H. 24 37 1 X 50 j 36 4 X 50 S.H. 25 37 j X 63 36' X 62 1/2 S.H. 26 37 j X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 4 X 25 j S.H. 33 54 X 38 j 52 7' X 371 S.H. 34 54 X 50 j 52 2 X 50 S.H. 35 54 X 63 52 4 X 62 j S.H. 36 54 X 72 52 4 X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. aTIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. is From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot -Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" A� +29.7 / -30.8 © +29.7 / -39.2 DE +26.6 / -28.0 O +26.6 / -32.2 O SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND �11�11�1111�1��1� � - • TYP. 2x FRAME WALL NG WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x4 R-11/R-13 KRAFT FACED FLOOR PLAN - ELEV—Al EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: %4'=1 r-On (GARAGE / LIVING) �,,�o W C) ; O .'' F J% �?O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q v EE,o O v 8 N N 3t 0 _j♦� r C07 LL � N J * N a inI- -'a LL LL a ,M W a 13 J LL LL a m 0z�o Z � @�co Q' W z m M og04on LLZ N Z D in m U O1,— zCL N Q 0()❑❑❑ W V M � z � M MCC, 0 z o � N M W C.7 0 0- U N � O to V) c � in U gw J — E L $ a i•,.., TIN U I c U) • ®0 C4& m o co �W C',S z Z o z z a wo z� E E o wz 00 zC, F— f6 CD 170 N x0 o QZ Xz ww I— L ¢ r N cx _ C "m Oz z� z N J ° ¢w z z rn N a a Z o g 0- 3 o tt 1 C a �� J CD CDQa C)� dz z o -,0a CD � OF CNCIS � > .� O r**- (.0 co r o T J 0 T (� .. ai = T N T y 0 o Z E E ui c a U _j Q p JOB NO: 20-6576 SCALE : AS NOTED SHEET NO. 1 . 'r:1 o CD r CD a • ;;- _ 23 0 J r' L0 N <D v KITCHEN ISLAND VARIES, 2" LESS THAN CABINETS BELOW KITCHEN 0 M OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS VARIES / ROD -0 Z 24" TOWEL BAR TOWEL BAR IN w ON WALL ABOVE TUB OR SHWR. Q TOILET TOWEL BAR a / R ON BATHROOM WALL MEDICINE o _ SHWR. 00- CABINET 00 I _ VALVES _ = o TOILET CO SOAP 00 9 PAPER C° o DISH o U00 i HOLDER 1LO �r p ~ p ~ �� � U') � to U Z U- �t o 1 O� CVO O M O co I _ I `a'cco "'M N TUB _ FIN. FLR. _ __j Li BATHROOMS, SHOWERS AND TUBS KITCHEN MIRROR N F co c� Ll0 OWNER'S BATH BATH 2 O n H INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" 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 BRACKET 36" H BASE 0 FINISHED CABINETS %o COUNTER TOP 30" H BASE o o CABINETS o l00 00 ei •=1N I� 1 Cn a V-2" _ 0_ 2X } Ln co FRAMING T F- -co (.0o _ o 1 /2" GYP N co N cN C'? BOARD FIN. FAR. '-. . FIN. FLR.. CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=V-0" 1 p` � 4 �( its J •CN g3� 0. A � r pr ®�''�'�`�� art% ♦` E S "7 i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 Q U O N (p Op N it N CV m LL 0 4: r� �k , V 7 N J# W '.� 1� � LL J CL LL Q QjMM W In �Lu LLu- aaOf Z @ a O 13Of L;°o �m0 Cc C�4 W o ') Q � ¢ (n a Z CC) N O Q C N N M Z U ILW Q z ty M z � S z a J d 111111, rid �- w C) FEE U o e � wUft �v) to (� r— LU J r— — E $ i zip,.. = L I' r~ � ¢ N 0 Q s o0 o 'IZ WJ co M z O Z Q E U— Q E E° Z g 0 } O Q n ca a o F— X U QO CD N L dp �o <o a Z � w0 . � = U) C _ C z Y o O mo O, zF z tll 0) J a ° aw z Q- 3 d0 �w T U < ¢� k �— J Q oz �w wF r3 =F 0 1O O V z¢I a1 Q3: L.L O >_ L 0O O16— 0 F— m •� _ � o J N 0 T U-) 6 E 00 w C.0 00 o z E O C a U Z JOB NO: 20-6576 SCALE : AS NOTED SHEET NO. 2 r �.J 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS -�Llop F111 IE-1 E D El El D E [7 1 FE—: 111: 11: 1 F D F —11 A 0 ------------- I 7_1 I 7_1 F 7_7 r 7_1 r 7 1 r 7 17 117 1 - I — — — — A L — — 14'-0" RIDGE VENT 12 �5 ------- HEEL 12 5� F4 — T.O.M. — HDR HGT. FRONT ELEVATION — Al SCALE: 1 /4"=V-0" 12 ' 115 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS -- ----- - — — — — — — — -------------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- — — - --------------------- --- a— -- -0" TEXTURED CEMENTICIOUS 2'-0" FINISH ON C..M U. TEXTURED (TYP.) CEMENTICIOUS FINISH ON C.M.U. (TYP.) -----I]-------------�----I LEFT ELEVATION — Al SCALE: ,,a._,.o. 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. �,1�01'V {y"letxx � Ci7Z to o 0• O� � A?0FESS10 �\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to W 4 _ co E C:) 8 00 N CO W ry Rt ® N CV C` N j I7 N LJL Xk J W 0 0 4 aj_-J-.. I J LL LL LL Wa cL Z X ° of m I— co m z ILW to 6 °p N co Z J 0 CL 0 0)N O0 z Caj J °C ❑O❑ W Z N a o Z m 1.0 Z o Q CL N 1•� N(D M Z � � o a-1 fa W Q U 0) W $ ua~ V) N = Us U I — E mi (� 0 W Q N 0 • Q em C:, co M M �2 O S Z Q 14 U_ C2 Q o0 W Z � n Z® pd u ca o tillillillillf' M . X. ?o C, Z E N ro L a � a o ( Z w W rp C Qp z2 O Y U wm m� c O LL Z N ° QW z W° Cl)O a U o1 w2 z =w (D oLL J Z =3 �~ �0 IIIIIIIIIIII� o co wa za o3 ^L1 C CD m W \ m 0 o (0 m ICU \� _ J � 00 N o r Z z E Q a a U � Q p JOB NO: 20-6576 SCALE : AS NOTED SHEET NO. 3.1 I 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. F.FL. 6" FASCIA OIL (TYP) TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ------------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 15'-0" RIDGE VENT 12 5� —EXTENDED OVERHANG T BE CENTERE[ ON DOOR 12 5� OFFRIDGE VENT 12 �5 REAR ELEVATION - Al SCALE: 1 /4"=V-0" 14'-0" RIDGE VENT TnM 12 �5 ------------------------------------------------- 1'-- RIGHT ELEVATION - Al 11 =1'-Orr 2'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction, • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. 00111 1 i t tti/oj��' y s s J ^ joROF E SS\0 fitlili191'�ga 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 E m O N (p U J y0 Y/ _�;-.. J W r� II - J a. z W aj M MLu q �, @ L fg o X m o N (p m m W ILm7 Z U) C5 J a a co 0 M Z 0LL z N J Q U oo I mom W M �2 Z N M O CD Z � QQN Z O Q Q � J Wn t!1 z (13 W V �. /0�g Ln W J �— — E 3 IS L = w N HIV III U O 01- N Q • N �� O w M M ¢ z o Z Z J ll a E m �¢ o o < zd o oa M O E —(Da �o az 0o rZ Z y- s - < Z < O i U "m m p o, Z aCi QZ z o`F z go W Q V �� K a �Z ~ K OO,w z I 'M 04 > ^L i m W \ / .� m 0 r*-. � � > a U o � nc W m = r*-, %%m0000 c It T O T N J O r N 0 T E r N z Z E f6 c a U JOB NO: 20-6576 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12 CAP CAP 2" 2" *NOTE: --- N 1" 1" RADIUS Cf) N FOAM TO BE USED co ONLY WHEN 3 1/2" RADIUS 112" RADIUS �� REQUIRED BY rIN COMMUNITY 1'-54 iv � SPECS. IF NOT, � N niv `r 3/4' RADIUS r- Cl) DETAIL TO BE 1" 2" OPENING VARIES 2" 12 BUILT W/ STUCCO. 1/2" RADIUS 1" 1" CV 1" 4" VARIES EDGE OF MIS r,N 1'-0" 1' OPENING VARIES 1'-4" 0 22' VARIES 2 VARIES SI1" N 1 1/2" RADIUS r 4 2 1/2" RADIUS 34, 4 I I [T cM7 N- (`r11'V' CU MI V r rC C� _ VARIES 12 32' 11 32' N rIa r 3" 1.. ,,, 1" 1" 1" BASE BASE r>Iv 1 1 4 4" 1 -8" 4 / • 4" 12" 'NOTE: VARIES $" 2" FOAM TO BE USED co 0 1 ONLY WHEN 3 REQUIRED BY 1'-6" COMMUNITY _ 1" SPECS. IF NOT, 1" OPENING VARIES 2" �. �. �N 1" 1'-4" DETAIL TO BE `r 2" 2' BUILT W/ STUCCO. 2a' • EDGE OF OPENING 6 , 3 0 1-1/2" THICK 1-1/2" THICK v �5 4" 10" N 10" 6" 21� N 4 L 7 N qzp v � ba co O IN M 4 6" (n fn 4 1 N 2" 4" 3" 2" 2" <v W w m N / x J Q 1-1/2" THICK 32" 24 > ^c� `I� 2'-4" v 4„ r 52, 1 5„ Tl n - co _ 541 3" co O IN J�}I N rM co cn two O 2 ,� a" 1" 1z" i T VARIES VARIES I 2 N > U) 1 W 22 c M i VARIES VARIES c I • _ 73 r4l 8" o r--------- �� 6" 4" KEYSTONE F11 b YSTONE F11 00 N N i N �OPTIONAL OPTIONAL a pp R44r i1 3 E I 4" GARAGE DR. OPENING 4" 3 4 FKE " WINDOW OPENING 4" jj x 2n �M 2 NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL • FOAM/ EPS MATERIAL IS VARIES • LOOK & SMOOTH FINISH co ACCEPTED O c NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 2'-1" 1,�, SMOOTH FINISH 14' 4. 12' 2" • FOAM/ EPS MATERIAL IS ACCEPTED 534" 1'-12' 6-4 3�_8" .� CV 0 4" 3,_0-- 4" i 1 " 10" 1-4„ 101, = iv o o _ (p co oo CD 0 1 0 •- ZZ d c1 A . 0 CV 0 E: • — 00 0 �t O 1 „ 2 Rrp„ 11„ 1" v N O 1 , GENERAL NOTES: Uj Uj i=a • POLYCOAT (HARD COAT) • .5 AM • ACRYLIC SAND FINISH (13 O N O N O 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. c E O g U N oD � Ncp �k FA Q rN'` 7 f3 W N u- J# W 0rn 9 0 -0 CUr- � U_ u- J LL J p u W N a 0. Z 0 Z o mc� �=9 0IY H tr00 W Z LL c°n�pjO' d L0 N Z M ❑ °¢ d' ❑ fq U 0 W600130 C14 Q (D z N M o g WR3NN 4 � — N M z 0 o ILL �--� cn w O r1-I o V) c w U E — 3 ' Ir.. c ct) � wQ o w M o U- a E E OU o o� �M z® QzCU o� t— nj 0.oa o Z. X� �o D00 0 �z L Q �W U) c -� O Y m 0 Z .) J N N g m'aW ¢ ° 00 Z z d 00 n Mj o VCD zid aF .o `N = >� J ^L1 � W \ m m cc r o d' J >' 04LO r � Cq 00 ui M T T N r iii o Z E O o' m c ll E U J Q J JOB NO: 20-6576 SCALE : AS NOTED SHEET NO. F 1 > J9 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 J 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. apper to lights & outlets apper to 20 amp ckts copper to WH copper to Dryer t Alu 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 I WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE OQ RECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE WP GFI DISC. H.B. DEDICATED RECEPTACLE FOR MICROWAVE RANGE Unnn n17171 c+nrrr+c Q EXHAUST FAN -- j W.H. VERIFY LOCATION GFI _ _ _ _ _ _ _ _ _ _ J ELECTRICAL PANEL rot EXHAUST FAN/LIGHT COMBINATION h_Q L4 ®D ELECTRIC DOOR OPERATOR (OPTIONAL) RECEPT. ill CH CHIMES (OPTIONAL) FOR ALARM VERIFY METER Pt3 PUSH BUTTON SWITCH (OPTIONAL) SYSTEM LOCATION WITH BUILDER I [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) 0 TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER n_ ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT ENTRY ELECTRICAL PLAN - ELEV-Al SCALE: %4"=V-0" 0 N O CV rn 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. UL) r Q co p U (00 o r- N N ik C N N 2r- Cc � N un W LJL H T Ui r „O M M J W LL —1 a H V a j a U. W W W a Z C6�L=_ caC 0=o G: @ N (p m m m W W o rn ¢ : ¢ a J DOD O N Cl) 0 en 0 O = Q O U El 0' 0 W z N o g N z o � � <c U) J a M yQ)j o.2 6 W Q 9 V �po 0 W O to y Rig r— rn U W J r— — E m $ ¢ z S I 0 c o ®0 Q W 0 N O �o w M M Z o S z Q E E w= �s Z® oa o to O X U ¢Q ¢z Qo O� wz CV t o t ru � r� CU N o ZK ty to J m a Q W z a`Ni 3 Q 8� w� go a z nw W T U E �o = ti o w �o O z< I UU a rz- �N 0 = > d' L 1 0 � N 0 03 ICU O .� � N r CDT n N T r Ew ca T N i6 0 o Z Z E O E0 U J Q 0 c CD J JOB NO: 20-6576 SCALE : AS NOTED SHEET NO. 4 ntsWnn wnrnreesmrwwlr��s�..t� ATTIC VENTILATION CALCULATIONS - Al (TRA) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN, of of ventilation to IN. of IN. of Ventilators ventilation soffit required ventilation vented soffit be provided by upper tilation Ventilation Ventilation (See SElev) needed required needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. 1'-0" ROOF PLAN - ELEV-Al SCALE: %4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ, IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. r; r . �a, "^ , 14 FLO ��t�Et 11 i 4 i i1►�;11� 10 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W Q E m O OU C O N (O op N # o N J CO LL N Y m N inn°' ---w - . LL Ia. M M Qej W N m�� a air Z .6 Z O Faq 0XF_ E@a irmo N N O Co W W O tn�rnrn �❑a Z U) N <L ❑ Cl) Z U0 ZCIL N J Q °� ❑oo W U M z N o z � � z o 4¢ Q � J ^u^n' M M -, o LL +-, 170 w 0 V) ,,, o c oilW U � — E 8 ur•+. S L V U 2 as • C�, Q N �� CD O M J ¢ W Z M M y O < J L.L m zo wz }N o Z ZCL oa E: U (D go UO ~ O E U O G a p W U K K Z ZN i a 0 ao w w d wm m2 z ZN N J ¢w �W O W Q T 3 O o w E O a mF _ � A0 aLL =� o <a Wo toet zl< O �N 0 = ` �• >ca J ^L1 m W ' ^ OL T ° d7 • �' N J T ITT i n N T T E m � T N o Z z E ( N c a U � Q p � JOB NO: 20-6576 SCALE : AS NOTED SHEEP NO. 5 I 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 65'-0" UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON 5' 4" V-� 3�-� 5'-0" 5'-0" 5'-10" 3'-10" 6'-0" 6'-0" 3'-10" 2'-103" 5'-1133, 5'-0" 5'-4" REINF. SEE PLAN. FOUNDATION PLAN Lul cwn H.B. U NPO. 1 STORY S3 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ .............. ■ ■ ■ ■ - --- I-}--------� -------------------- ---. -�--------------------I-= Cl) I } — — \ I 3 \ 16'-0" 2 �, 6'-10".' II O fli 31/2" \ } I \ \ II II o - SINKDISP I } 1 °P I � Min - I D.W. I I \� \ 10S3 v L_ — — \ IL —_ —J I CHASE TO IS D_—_ \ �� --=--- ■ _ \\ \ C'J L------------J — CJ OPT. — — ICJ : PROVIDE 1 %" RECESS \ \ \ REF. o } CJ�I-I ■ TYP @1 STORY U.N.O. STEPS AS REQUIRED FOR SGD. REFER TO \ ; ::: '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: . '.'.'. '.'.'.' : ::.' :: 10'-104„ PER FIELD MASON'S SLOPE FOR \� KITCHEN ISLAND I CONDITIONS WIDTH LOW WALLS • ::: - • I : ' :: o v 4'-0" I \ \ 16-10" 12'-10" INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM \ W/ (1) #5 REBAR VERT ABOVE SLAB \ ■ ■ ■ TYP @ ALL PLACES SHOWN \ \ I ................... ... . . .. \ " TOP OF CONC./ PAVER T BE 4" . .. ■ (2) #5 REBAR HOOKED FTG. DOWELS 5" EMBED \ 0'-0 I BELOW FIN. FLR. ■ 4'-0" 4' 4" 4'-6" .01 VERTICALS w/ in \ \ HVAC CHASE W/ 25" EXT. ABOVE SLAB "GRADE 40 \ \ STEEL" \ �BASED ON SLOPE I FILLED CELL PROVIDE %" x 9" \ LOCATION RECESS FOR FRT. I I L o \ \ 2'-6"x2'-6"X1'-0" FTG to I �4'I S3 25-101 $" \ \ 9'-51ze W/ (3) #5 E.W. 4'-4' 10 ZlLo—� If or M 9 T: ' \ (2) #5 REBAR °P TYP @ 1 STORY S3 I S3 CC I U.N.O. S3 VERTICALS w/ in I I I AHU FILLED CELL I �`' 2'-6"x2'-6'X1'-0" FTG • • _ • ' � : ^ 3'-5" �._ �.� 7'-1" Z-6" x Z-6" x 1'-0" W/ (3) #5'S E.W. (2) #5 REBAR VERTICALS w/ in SLOPE Z0 W/ (3) #5 E.W. G �.� �� -3 1/2" I S3 o I I OPT. D PT. FILLED CELL • � ■ ..--. ._...-._ .--..� ._. .-_. � — .--. — _ I O 5'-3" 1'-10" 3--6" 1 I :7 II N ■ — CJ CJ — CJ I 1 I I 3-1/2" MIN 3000 PSI CONC. 2'-7a 7'-10" 1'-I': ' EDGE OF SLAB 2" T SLAB FOR HERNANDO BEYOND WALL COUNTY ONLY I J N 3-1/2" MIN 2500 PSI CONC `dry K '9 S3 SLAB OVER 6 MIL VISQUEEN 1 VAPOR BARRIER 35'-4" 20'-6" ■ I I ; : BUILDER TO 0,4, I I :: PROVIDE i (2) #5 REBAR I APPLIANCE VERTICALS w/ in 4'-0" 12'-1" ' O PROTECTION FILLED CELL I W H WHEN REQUIRED PER FBC V-6" L 5'- A S3 TYP @ 1 STORY U.N.O. 6'-0" 6' MIMI Milli - H.B. T-O" 7'- 8'-6" FOUNDATION PLAN MONO - ELEV-Al SCALE: %4"=1'-0" CONTROL JOINT DETAIL SCALE: 3/4" = V-0" ,,: , .,� ; ;,•' 1 :; ',_ #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY • " •. #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be Cont. around corner by cold bending the bar w/ min. 177,;'; ..,' .., • �, bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" S A I �-, E" a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q o00 co U � N # W: a) c- N m ) 0 rn r- -1 0- 0) CILW/ MM W N m j a' a Uj �zo _Z mcC 0M I- w a 9 � m O W ¢ a J � Z LL aQ 0 0 N Cl)Z 6 0 j O W U I V M � Z N o O O � COV z o � CZ � U) un N (7 Z VJ � o 4-1 N LU W V _ 0 to w o � Uj � J £ g r I U o � o W Mn¢ M Z a J ,� Q o wo w� >o z® co CL 6 a¢ _° 0 No L Q a &� w w W (0 (n � Z .0 o � 2 z J o aZu �g zoo �° v 0 a z o w¢ >O c0 v 181. a ME C 04 = J 6L � L 0 m o r%. : q11- T' 0 0) Nr J I C LO r I, r r ui m w T N o Z Z E 10 E m a 0 _3 ¢ o JOB NO: 20-6576 SCALE : AS NOTED SHEET NO. 6 r UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPf SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. /(18)10dxl-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 1 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 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-112" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED W/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1 1245 1 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 1 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM S"MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (6) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC, (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS w� INTERSECTIONS, SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. x CONT LEDGER NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4"=1 `-0" "r 'j t r 6 �1rS�y 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. 9Wp��00 1— Q Op p N_ fp � � U N ik 0 J m - � to * 3�� J W 3 QjMM Z W ' LU mLLu- F3 a a J rs; Z O Z m c v O Ix F- L@o 00 '@ N Cp m m 11 W o n rn 4 Q a s.O.G. O � M Z Q O 04 O V U 0 z ❑ ❑ ❑ W CO Z N M 0 ¢N iz J — r. V) M �Q) � a w 0 LLj V1 L�1 J N I + 0 0 °� rr'� W Y < o N m 14 r � W Cl)j M h ¢ Z, Z J LL- Q !_ E ® zo z a o: F— CD na N x� ¢Z G 0 �O O � ¢Z w ¢o 0 w m� f13 ai C x O O, ZF z W J 2 10 i2 Fw ¢ w � w QO CL 2. wLL z �w F �"- =3 o '° ON a = d- L > 0 rr �1 lC L Q 0 Q �\ Q) co 1 C: r - 4- J CD r m Z 3 r N N o z z E 0 a� a 0 Q 0 JOB NO: 20-6576 SCALE : AS NOTED SHEET NO. 7 0 0 8F8-1 B/1 T GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (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 vertical load + Safe horizontal load \_ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F8-0B/1T 8RF6-0B/1T O © O O 8RF14-1B/1T p N - �• H 8F44 1 B/1T 8F40 1 B/1T 8RF40 OB/1T 8F32 1 B/1T i;'. ik'. o O Ji.• o o to O 8RF14-0B/1T 8F16-0B/1T 81`16AB/17 �•� FORM do GROUT SOLID f. _ O N W T U 0 #5 BAR CONT. 8F12-1 B/1 T O O 8F20-0B/1 T ® "V" LINTEL DETAIL SCALE = N.T.S. Kamm Kawm Psi= PEI �1 I ir' C LJCJIl71V/it u #5 REBAR MIN.(1)REQ'D AT TOP ALTERNATE POWERS F=FILLED WITH GROUT /USUNFILLED n R =RECESSED CLEAR STEEL LINTEL QTY. OF #5 0 d REBAR OTTOM OF LINTE@BL CAVITY d ` .M.U. #5 REBAR AT TOP ° Q a g w e° d MIN. (1) REQ'D 1-1/2" CLEAR 8F16— B/1T lo < a d d G a lo z GROUT D tNOMINAL.5 T x <1 o QUANTITY OF d REBAR AT M - m w 11 ° a E C.M.U. - 4 WIDTH #5 REBAR AT a O BOTTOM OF i z N w O TOP LINTEL CAVITY w rn u.1 n 1 NOMINAL-° orroM o c; o " v HEIGHT REINFORCING Q < C7 � 7-5/8"ACTUAL PROVIDED IN Z- p InD Q � Nm D � #5 REBAR AT BOTTO 8" NOMINAL WIDTH LINTEL Q ip N ¢ d �° �, AS INDICATED (VARIES) n MATERIALS 16 GAUGE POWERS c precas inteis = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. POWERS STEEL BOXED LINTEL NOTES (ALT.) 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. B. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to 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 applying the cemenfitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: %4"=V-0" go W A •. • � N Z • �n < EQ Fp I E S S 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 4 V O N # tD W U N 0 N N tT LL w? r , c� CQ N J U W N a V° CIL C"!(V LL a N ajmc� I Lou, LU caLLLL a a W J.6- $ Z 0 Z FuC0" 0C1- L @o W m 0 W N 0�Q'°' a Z IL o 00 O M Z a Z N U J O0 W U M � z N M o $ N Q � rz � Ln z 0 4-1 LAJ _ 0 w cn r- U W m r- - E a 8 m! =l - s ai U0 N Q 0 " N C7 W Z CAM M m¢ z oS Z Z U CC , E zz > o C>_ wFCC z® t— _ C7 D XO " p ¢ z ❑ OU ❑ ¢ ZQ W w ['V F.., o Q L MO Cn C ❑ 0y m E oil Zz u7 J CZ a ° ;S 2 z go SEEa ¢ LL mw LN C) ao vw =G �— � 3 � o of M �Y 5 a 00 � 0 CV = � L m CC > CC 0 .� r--. C) Q U ^' m C �..E• f ° 0*) �\ V% ■ � T >' N T Too T hi m r 04 a z Z E 10 N N :? @ a U a ¢ p c JOB NO: 20-6576 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO 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, 6OR 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 Y 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 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBC) 6th ad. (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. 13.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE T0 BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2. 2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8, ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4. 3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1, LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A6151 A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4,1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE, 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 °% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 1 y„ GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN, 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4, 4, 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC, TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7l8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft= 1,850PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made metal forms. Permanent forms must be with permanent or plastic 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 - Concrete overpoT and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT, MINIMUM SCREW NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. r j. r 00 P L ��trllEllli�a.°t8 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 O � ��p V. B N N 'ONCDu�j N tJi. 4)C-4 5 .0, 3 O) 0) J* W 0) QQjMM cn F- t- o u. LL a. W ' u J"" a a W ac: 0XF- m O 0C Y " co m 7 ca r- m O 9 W IL W . J 0 00 d Lo M O J N a W �o � N � o N M �-1 Q) 0 o 4-1 v� CU C' V Ou� N �N g rY r Ll-1 J e , i •' C.) 'o °h o o ®Q w co z 3 o z a U_ E oU a o� z o z ® c0 <= -SU o UO rQ X U ao V oE N ra It4O ao �°z Wz W0 rp C z oY U NU .0 O, Z Q) J iv 8g Q W m (N g° ELa LLLL ¢0 <& N� sir o oLL w� =3 >° z 4 a O 0 �= 04 Sn"' rn cM W �> m O.-N � o F_ m ca 2 t\ �i CV O T- N r (� T 00 N f .. M Z r E Q �; 0) u' z° m d E U Q p c JOB NO: 20-6576 SCALE : AS NOTED SHEET NO. SN GP • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 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 01 w J rn ROOF DIAPHRAGM NAILING SCHEDULE Pinr;F I WF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +5 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + -0" (TYP.) 6'-0" + 6'4" + + +++ +++ + + + + + + + + + + + + + + + + +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + p /++ + + + + + + + + + + + + + + + + + + + + fD + + + + + + + + + + + + + + ++ + ++-I +++++ + 15/32" CDX PLYWOOD OR 7/16" OSB `-RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" Q.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 Series Thickness Filler Block Thickness 5000s 1.8/1.7 3/4" orp nel wood panels Two 3/4" wood panels or 2 x P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap 1 11 t FILL CELL w CONT. #5 > STD. 900 H STD. 90° HOOK BOND BEAM SIMPSON MGT w/ (22)10d _� P� NAILS TYP. �GIRDERTRUSS �`— CONT. #5 BAR 2X TOP PLATE 5/8" C} THRU #5 CONT. BOLT FROM BOLT FOUNDATION - TO HIGHEST BOND BEAM STEP 1 BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. 2 min. )Small gap 2" max. , 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4fPlywood/OSB web stiffener 4) Place joists together and nail from each side with 2 rows of 1 Old nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION -U der2nufl cuts. N.T.S. -Under 2nd floor colr rrrrn w( hark 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 —T t1/16 code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking LIsP 3" (1nri) nails at 6" n-r.- Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges 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. 6' A 1/" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN �Y4Fi r3 '3`�°�`�"�"3 ��� � ��� r�*.«��ry��a�.>�� � �� ���sF?f}. 3E'.�'tc� za.: �4,��. '�, fm. S�S�.'�' � �a•`'xY �.'I',.0 „ P,@+s ` "e �"''.� ���`•�1 �C' ��'`P-$e.'G�``} yi�ix 5.. �`�.}A: �� §..�.i,� s=„t+A''a���`2rt`��.s�.��u } .�6 A> �' �� ..`u. �s �""� ,_£C�+'F�Bk' ''".+i��¢ f';'W���.ti..'n"S�k 'S.ss.1�i --------------- NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS, 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate 0 BCI 5000s 9-112,1 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d I.0 SIMPS( w/ (22) ' NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR _ AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -,-I ail 11-11 I I f-11 Nail with 10-10d nails.-fI�TTf=1 1= Install tight to top flange. SLEEVE THRU STEM " a. a SEE PLAN FOR °• FOUNDATION INFO Q' 44.0 .° d' STEM FOUNDATION \ GRADE \ Filler block. Nail with 10-10d nails. d Backer block required where top{ mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth J I -JOISTS BUCKETS N.T.S. REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. 115 LOCATION OF SECOND H10A SIMPSON (WHEN w/ (18)10d REQUIRED) NAILS UPLIFT =1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION a- a Q I °. d 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION a PVC OR SCH40 SLEEVE PLUMBING LINE LINE Z • a • C G d e 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 a d ° ° A . ° T A SEE FND. PLN. SIZE & REINF. X �N�,��,� i4rIIlflf; � • < ^� Ua dlkE ° z C•SSlO� '�'�' ;' 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 9 'a E m n Ir O O U N ik OA 4O N tp N 0 N N m�� LL 0UJ w 0) ar w a u- J a. u 0 e_ C M w m u- U_ a a tr z o 0 z-a E, o W i- Mmo �yo J U, 0, 2, Y, J O 0 t W U) N Z 6 0 J LL z U ❑0❑ W N 0 C,z z o a cLE3N M � o � U O w o w �N C) W M {-- J E � w N U o Y ° sm o w M m z o z LL Q E zo wz �R zo ❑a Vco i— r6 o x� as �0 0 �a O CV h ¢z b 4 Wz ¢ 1 L VJ C ❑ �z O� m` 0 °E w J Q " < 2Z d o9 dZ UJ o z w �F ;o 'cl' za 1 o 3 0 2N = 2 � W \ m W > o mca I— r �..� = d- O ■� J N T o LO E m Z_ N ` r v; 0) o z z E O E M C d U 78 Q p JOB NO : 20-6576 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (�'P') VARIES INSULATIONLE� 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 I INSULATION PER CHART ON FLOOR / PLAN -// 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ T-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & lz� @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON T' 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 a D D I t-1 t I t 1 , � 1= -TAT I i I D 1 I i i i=1 I I=1Ti FOR ROOF PITCH 4.12 OR LESS. i �1^ I Mi I -1 • �- PRE ENGINEERED WOOD 11=1 I -I -I I -I 11=I f� TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH -I1�LI (1=1 I �- I I-1 TRUSS (SEE UPLIFT SCHED.) W/ 8r I -11 11--I 1 I I ICI I METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT f GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION S N 1 SCALE:3/4"=1'-0" S3 FORA DITTO S ELEV. VARIES D NAL LAB - - INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA %"'N.0.2x SUB FASCIA EE SOFFIT �r �i 7/17 �r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O aM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ $"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ (1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TJAND WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'4', (ALT: 1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 318" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS 5!8"° x 10" "J" BOLT @ 24" O.C. W/ STEP, SIZE OF FOUNDATIO 2"°x3/16" PLATE WASHER (TYP.) (70 ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL6 x 6 W1.4 x W1.4 A.F.F. O.C,) 2 WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH r31/2"MIN. �31/2"MIN. d l a4 4 a ELEV. 4-31/2" Z °, - ° a °. ° °.° ° o A.F.F.2x4 CONT./-i1 _ �I I _I-III-_�-°rI=I I. �I •I' I --I I ��-I II , I 1/2"(min.)a 12"(4- 4 ° d d N 3mI 0I 2 . .GARAGE DEPTH VARIES =I1=�_�-I till -'I (2) #5 CONT. =81, (2) #5 CONT. 41 1 1-1 117� -" ' 8" U.N.O. M N. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MI SHEARWALL C TYPICAL BEARING WALL @STEP CC SCALE: 3!4 -1-0 S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. (1) ROW 2x BLOCKING @ MID HGT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT % FOR WALL HGT. < 0. W, (2) ROWS 8"x8"X16" KNOCK -OUT NOTE: BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 2x BLOCKING @ 3rd PTS FOR ADDITIONAL INFORMATION WALL HGT. > 8'-6". FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 1/2" GYP. WB (MIN.) @ GARAGE SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ SIDE IF APPLICABLE. G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL 10 10d NAILS 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK ( ) 5/8"DIA. EXPANSION BOLT 24 " O.C. (IF NO UP LIFT ON @ PLATE WASHER TYPICAL �° 24" O.C. VERT. OR 2x P.T. PLATE W! 7" EMBEDMENT (MIN. SHEAR 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 3500# MIN. TENSION 2600#) _' (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR E *SIMPSON SP1 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 SPACED EVENLY ;, w/ (10) 10d NAILS N FIBERMESH WEEP SCREED INSTALLED BAR � END OF 2" x PLATE WWF OR FIBERMESH r v 2x P.T. PLATE 0 ARCHITECTURAL TYP. � PER MFR INSTRUCTIONS o D ° FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR w D 1x2 PT WD FURRING @ 24" O.C.-/ 11 GRADE - - D D D . GRADE 40 MIN. Fy= 40ksi � e D. N z #3 & #4 LAP SPLICE co =1I I=I I� °° I=T-1IT= - q T D FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a �- p - (1) #5 VERT. IN FILL MONO OR STEMWALL z M - - p D 25" MIN. LAP [30" MIN. LAP} TI I i=111=1 I I I • ' III I I=1 J=I I= 1/2" GYPSUM WALLBOARD ° g -- GI CELLS SEE ° _ w ( FOOTING MONO SHOWN - = U.N.O. po 0o wFOUNDATION PLAN FOR CLARITY o ° D _ _ 00 6 MIL VAPOR BARRIER ,�iTl I I D ° ° I �L-II I I �- #5 REINFORCING BAR R 17/8"`�i I I I -I I=III=III FOR LOCATIONS) 1=III=III=III=III=III-I- - z 11 LI=1 I f=III I I -III I I I71x4 P.T. BASE NAILER ° i I=III=III=III=III=III- ? I ' : I I = I - r #5 LAP SPLICE (2) #5 CONT.- 4I11 "x4" INSPECTION D >° I -I I I=) I -I I I I=I I- 1 2 a *FOR BEARING WALL 31/4" BASEBOARD PORT AT EACH NOTE: g ° ° ° I I -I I -I I I_I I- - I = N COMP. SOIL. (COMPACTED TO D e -i •- - FILLED CELL TYPICAL _ _ _ _ _ =I -III-) I_ I_I I1 ' 95% MODIFIED PROCTOR ASTM 111= MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY _ ce) AT GARAGE CONTRACTOR = = =III=III=III= -III=III=III=I I=III=III=III=IIII . 1 D1557) MIN PSI MAY VARY PER cn =1 = I =III -III -I I- =III-III-III-III=III=III-I -III- 4 1-4 MUNICIPALITY. - TO CUT BLOCK OR POUR1=III,-III (� I iIi iI III„III I-III-1 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 = „ SEGJ�� P�S 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C 10 � �1.\-o s SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ cOw U "FIBERMESH" DECO FINISH 4 to 6 BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. ° 1,i - Z 00 C1, -_=_-I _ ail 6 x 6 W1.4 x W1.4 D 0? 31/2" WWF OR FIBERMESH 6 MIL VAPOR RD r - = *� min. 4" I t� BARRIER , C 4 _z a e COMP. SOIL. ° (COMPACTED TO 95% =Tr I I I rIIt[�t MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2)#5 REBAR CONT. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.C.N C CHAIRS TYP. 4" V-8" (2 STORY) DETAIL) U TYPICAL WALL SECTION q SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS � z M s. rr_rit- 1T� 1T� �' -rT LI-DTI-11 JAI � ILL1 SEE A/S3 OR J/S6 -�wl- I FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. Q3 ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" 'v GRADE I (1) #5 REBAR w/ OPT. III ... III -I ILSCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS ;a (V ' Cl) N4 4', .. ..I. .. ..: .a �. � M ��I I��.. e • III -I I u 4 TF 00 - SEE A/S3 OR J/S6 -I I, I 1111 I , III FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT - ... ., ¢ • INTERIOR a.. a. -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 121 CONCRETE SLAB _ m 00 M- BARRIER I�- T�f 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=V-0" S3 36" MIN. LAP [36" MIN. LAP] 10" n'P")CHAIRS 8" V-4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG 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.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° "'� AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN • ' TOP OF BEAM (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL - - 4, ° o Cl) BEAM SIZE & N CONNECTION INFO - 1 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 T sT-"' I � MIN 7/16" O.S.B. SHEATHING �`= 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #� w SCHEDULE it ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J oUj w ABU66 SLAB STEP & RECESS S.G.D. rM � SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS W/ DR SCREWS @ 8"O.C. TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�' ' ON FLOOR PLAN SIZE VARIES PER PLAN r� CONT. BEAD SEALANT q w/ MIN. (2) #5 VERTICALS 00 GRADE a - - - - �., FILLED SOLID (SEE PLAN FOR v 4 _ 6 x 6 W1.4 x W1.4 iv SIZE AND REINFORCEMENT) C7 � ;III -III ° °• �=III=III=III=1' WWF OR FIBERMESH �, Iw o IIII IIII III III IIII LU z O W Cn o - ;�000r • r :►., MMUNITYLU 1 1 Ste! OOTING -N �s�I����s� • � yy ��\ y ��yyyyyyy PAD . •. • Rr �0000 0 0. SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC.PADINFO. SEE SCHEDULE NCE TAPERED . " c� PATIO COd g111i1►d `' U Nao •� FLOI? Ail 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 E to O N (p °p U N iL C� LL fA M M CNN LLLLo ej W U m LL iL ° ii it J W Imo W o' MC� m � ¢ W Z IL cn2QjO� 0 ° Oct Cl) Z 0 W°u N U ❑ID❑ Z N o �o z z � � N ch zCz Qu') 0 LL U L LU � O W $ O U E t 8 z C) y ry . e Q N 0 0 sm o M i ¢ w z M 0z < U- QE C z o -o wz > <� z® oa u0 ~ rO E 0< a ~ 0x 0 Q O CV �z 0 ¢ wz W L . to _ C z z Y N 0 0 mo z z z Q) Cn m 02 Q W zZ g0 a U 0 � j0 0. F az >° o co C w� z¢ 01 63: .2N 3: ^L1 m ns Q C 0 /11 m o � o � CI• ■ � J N 0 I� T n NILO r N o z E Q `� N c a E c0 0 ¢ o JOB NO: 20-6576 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION. CONNECTION SCREW OFF CAP (3" DIA.)- 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM till INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN :�,\VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAILri SCALE: N.T.S. Sl� 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) k—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN CL EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. SL) 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 4 ° � e d 8 STD. 90 HOOK 8° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN, PLAN FOR LOCATION NOTES: lU FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR---_ 10511 GARAGE DOOR ROLLER Tell 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. d d q ° 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. tll�t�//4bwvtv 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —­' O/C TYP. DOUBLE 2x -- CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2 x6 P. J-BOLT TRACK BRACKET FOP I iARAGE OOR vvvn r nn�,n 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 SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' 1 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER \—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 112" EACH SIDE ' 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SIM SON SP2 w/ (12)10d NAILIS AT EACH STUD USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING LBLOCKING EACH END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" BLOCKING (T ) v O/C FIELD r 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR7\ STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF . 48,, SPLICE STAGGERED O . ' 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ (4)16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. F= 2240 LBS �7 SIMPSON P.T. ATE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL Q 0 SIMPSON SIMPSON SP4 SP2 Iq :r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR 'F) F) F) PF) i.T.R. T.R. o d 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 0 4 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE /— 2X BLOCKING 0 -(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 rA CTArZrZPP1=0 TRANSOM FRAMING 0IN N 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) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 fi 4\0'����� 0 <�� �,0 M Ns • °� • 4 M + ^,'„�, • ✓ LPY�Ma •. '•.,• i 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 - Residential6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N w a v EE pn� 8 N C',# V N N CM -J0 a ' # ei j to . J W VJ N N � LL LL 6. QQjMM 0 I w ' M LLLL a0- W LL' m O W L .w@+ 02c, Z J n. 00 d Lo M z U Z N Q J a OU ❑❑❑ W c z co og z o a - N z �N (.9 0 N LU � V — � O Wv) w g un c_ W J L I = U vo Q OD 0 sm o w My M ¢ zo z a ai E rz O zo �o� w' >� ze H ru _0 CL N o¢ ¢o o� &< �Ui 2 ITTao m0 ro z Y U b o 1 Z 3 Q W 30 N z CO- I U 3 oa w w ao a N W aLL =3 o o w �o a M o� oR o~ o3 = 0CN = J @ W m CD CD CD ^ U � C)Q n�' Cfl ca o C� .� T N JLO T— T 0400 T N o z Co z E O E N a. 0 _j ¢ o JOB NO : 20-6576 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER7 SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. TOP CHORD @ 24" O.C. SNAILING HEATHING DETAIL FOR OUTLOOKER BACKNAIL w/ (2)16d NAILS 2"x4" SEE STRUCTURAL NOTES — OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45' ± 24 MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" EDGES OF 2x4 CROS 3 BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE @ 8'-0" 0/C. WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)1 Od TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1OdX3" 3" O/C @ (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 1 Od NAILS 6" O.C. A w/ @ INTO 74" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLO( WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE 48" O.C. MOISTURE BARRIER 518" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. Srj TITEN ON OUTSIDE BACKNAIL W/ (2) 16d NAILS REFER TO DETAIL J _ r SEE STRUCTURAL ON SHEET S5 FOR co Frr NOTES AND NAILING X-BRACING, AND TOP r N SCHEDULE FOR CHORD BLOCKING 60 00 SHEATHING DETAIL INFORMATION 1 1 1/ 2"x4" CROSS BRACE WOOD TRUSSES co - z 00 APPROX. 8" FROM RIDGE FASTENED AT 2X4 RAT RUN BRACING 1 121 1 2 EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 - 16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2 x 4' LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING 24 @" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C w/ (2)16d (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 & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H1OA w/ (18) SIMPSON SP4 w/ (6)1 Od x 1Od x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SEE STRUCTURAL NOTES — SP8 FOR 2x8 WALL) AND NAILING SCHEDULE FOR SHEATHING DETAIL 41 1-1 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4„ MAX ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2) 10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1l2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" Q.C. FIELD END TYP. TOP & (2) 16d NAILS 2x BLOCKING BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2 4 "T" ON TOP OF PANEL SIMPSON H1OA w/ (18) 1Od x 1 12" AT EA.� OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" OfC TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS —1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL 3 BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C x SIMPSON HGAI OKT w/ (4) 1/4"xl 1/2" EA. END TYP. TOP & BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1f4"x3" BOTTOM ATTACHED w/ (2) 1 Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1 Od 16d TOENAILS 2x4 LEDGER MATCH BOTTOM DBL. TOP PLATE ( NAILS AT EACH STUD CHORD SLOPE OF ADJACENT STUD WALL SEE TYP. SEC.) TRUSS) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. 15 SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24"NX O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" • (2) 16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. ED AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL-' LL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING D ) SECTION SEETYP.WALLSECTIONFOR SCALE:3/4"=1'-o'I S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 K, 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT 1INIMUM 2x 'ROSS BRACING _ SEE PLAN FOR OCATIONS) 10dx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL (2)16d PER NAILS JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri 12 6.9 MAX. SCALE: N.T.S. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. ri GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) \-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM10KTAw/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" BOND BEAM TITEN TO CMU Pl:� MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) L BRACE 2"x6" (U.N.O.) L BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS —VI.JIV I . DCFIRIIVl7 GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. q0'F o CORNERJACK U 1 U , Q LU Z O U HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od 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/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL/ 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 , CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. � ---- ---- ---- ---- LU 4 o O 4 Z O W d W m o 0 ' o , � 0 d W Q o � �, CDQ X I o � W NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS 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)1 Od 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 �i��gEtliitll9tdfl,!/�� c r 1` i •�r 1�1 J l • 4, • \� F0-111 5� �4 • �. ca FL �f%.�QF To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 4/ M � 8 co c0 W N W (0 O C # m1 LL W di n r-- d M 'i (6�k ' IW LU LU W LL zJ', �o � L m o� M, RE O W m og'rn ¢W CO a z 0 co CIJ Z coQ O � a`n z N Q U H ° V ❑❑❑ W 63 t2 Z N M o z N s� Q v drumm llL IV N N z o C: 0 a--+ u, Q A U _ 0 1zN W s U w (a v LU ~ J i— — E = s I =ems w 10 us c (n M N o, ■ ®Q s m o MC z o w Z Z4 Q E 2 wO Z } N Z Z® oa Ca tCa r O E KO oa ao �00 0< az N a0 ¢ rw L cj c m 0 a oLL CI) J �� �Z N 0 Q rl .F CTj ao �� CD q¢ < �3 >° o O rl w Z. ar � 3 �N 0 = J co W m U L L A \ m T s— ■ >' N JLO T T r ni m w fto T N T v; 0) o Z Z E 0 c E v N JOB NO : 20-6576 SCALE : AS NOTED SHEET NO. S5 : 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 CONN. MAX 8„ PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" x P.T. 3/16"0 X 3" LONG FURRING FURRING /16 FURRING #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCONS TAPCON @ 16" O.C. & 4" 2Xg TAPCON. NTO STAGGERED @ 16 (TYP,) ` ' XCI 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING �� O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH TD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� DETAIL STD. 90' ` @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL BOTHOCELLS 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 NOTE: APPROVAL FOR CON. EACH END W/ MIN TO PRODUCT N1x4 LAP SHEATHING TO DOOR JAMB (REFER DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"TO PRODUCT ` JOIST TYPICAL APPROVAL FOR COx-CON @ 16" 1x4.(2) ROWS 3/16" x 3-1/2 O.C. & 4" FROM EACH *2"E TAPCON 16" O.C. & FURRIN �° END C MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/..AS ' +2„NOTC @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /411 DETAIL NOTCH WEB AT THE ±5^ FIRST 2 COURSES ` \_ BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL FOUNDATIONPER PLAN FILLED CELL INSTALLATIONKH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.11 SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4"MIN. A_A =1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 1 X 4 FURRING n SOLID BLKG. AT TOP BTWN. 2'4" 8" 1 PLY PRE-ENGINEERED TRUSS + a BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS a 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 #) b 2 x 8 45A DIAGONAL (4)10d NAILS LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/7BKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BEAM OR CAST IN PLACE BEAMPOLY FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HN O.S.B. FORBOND IN THIS AREA 2 x 8 45 DI]�GONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) TO FIT ARCH (4)NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL .•re ,..•BACKSIDE OVERHAN �:. '•• ° CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. a' • 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 INTO ARCH BLKG. PER PROVIDE TAPCON WITHIN ° RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 't IF TRUSSES USED ) () #6 X WOOD * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC O.C.MAX.3 F SCREWS @ 16" O.C. MOR IF MASONRY WALL � (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. (1) SIMPSON1/ TITEN (CENTERED) w/ k O�ERygN TO TRUSS TOP CHORD MIN. AT 16' �E� 1-011 51-0r1 SCALE: N.T.S. SS 12 + + OT N PLYWOOD SHEATHING _ JACK TRUSS PROVIDED BY SEE , + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION BLOCKING AS + ° p WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT TRUSS SOFFIT ° • ° ►.. #5 BAR ? iD 2 0 8 + + > 10„'� ' p 4 CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON + s ° . °► 9 K IN TOP o 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP . ®s EACH TRUSS > • . ° KNOCKOUT /- • Q ' N / ° ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EAEND . PROVIDE (2) MIN. PROVIDE2x CONT. W/ s� a CONNECTOR �o -I _� � •� a • >° MONO FOOTING (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SEE LINTEL SCHED. AND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2X4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT ? z TO BE INSTALLED BUILT UP PLWD. BUCK- PRECAST LINTEL ° � ° STANDARD o 4'-0" MAX SEE PLAN SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL \N\START 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o 90' HOOK iv #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD FOR OVER HANG FILLED CELL,' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . I • . . ., N ., . , ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE 2 1 /4" X 31/2" TAPCONS AT 16" () , ✓ � � �. � � f � �, s ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 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 MAYBE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD >- #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" OCCURS EPDXIED wl SIMPSON "SET" � Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'_p" EPDXY MIN. 6"EMBEDMENT & 0 < SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3' MIN. EDGE DISTANCE � Q � 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 A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL —T w REINFORCING AS FOLLOWS: * SEALANT u o _ PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. — _=T T #5x6 EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. - „ '` 6 MIN. LAP SPLICE W/ II' , ° U Z — Q � EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL N PANEL REINFORCING, — �I I-1=r 7_ cn U, FILLED CELL SMOOTH. DO NO FURROW. .; — o III N DRILL 3/4 x5„ MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE ° , 1TI- SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP o G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE _ e cal Q REMAIN FREE OF MORTAR. NOTE: co z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T g • o ` 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. Of COVER EA. WAY A S ECT I 0 N 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-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. 0 lea w r v 6 Q �• � U L OF S S I rE 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. fN W v EE to IF- 8 NCN 3t N V N n 0# LL ' N u0u� V/ J (n t` a LL J d LL M M Qej W N co u- " a a Z mr WO0o r�°o Wm0 8 nrn ¢ a J Z ILW d 00 N CO Q O W J °� oo❑ Z N o � o z MCo z o � J r M Q) V/ CDc � lL `U rs., Vm 0 N W o c w „ 1 J �B U o' y c o 0 D1 r. Q N C W i% M M z o Z U_zo EE O �0 wz � za oCo n H o RC) do L)0 0 &¢ N L ¢o QO Ww �� (� ° U p °z Z J �� r o� 6W zz Z go son nw a� J ua7 �3 C=2 CD w� w ;o ati I Vo zl¢ ° 3 0 C .` V = nL m W .\ � T _ L Q m �✓ o r O �. �' . _ 04 r T I NLO � T w _� N 0 Z E O N m = a E U 0 a; io JOB NO: 20-6576 SCALE : AS NOTED SHEET NO. SS 4"_ w 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. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS rri �- � vu t,:, �rw� � � � wvv • r w 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — w CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----/--WOOD TRUSS —J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER TRUSSES HIP SIDE OR BOTH IF REQ'D) Al G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD - ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL p MIN. 2X4 #2 SYP P.T. PLATE °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE D 16" O.C. MAX. INFO. ° SECTION @ ENTRY g SCALE:NTS SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( (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 44 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 aC� RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS >IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE tOOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR SEE PLAN FOR CANT. COLUMN SIZE & BASE-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7116" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SCHEDULE/PLANM OPTION B CONNECTION INFO OPTION C. COMMON BM. TO POST ATTACHMENT KA� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"= V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. ju• if1 AMWAVIT10Z07 (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM `%� BM. SPLICE OVER CL CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON a HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �2� SCALE:NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSIE LAYOUT CLIP EACH (SEE ROOF FOR TYPE) FRAME OU'. . BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 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. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 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 9 SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 0 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/---/ Z- (2) 2x6 BLOCKING UNDER- FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS 21 k0ki6E# tslilt, lb aee�e. . T o^�r " f�rllllllf f 14i'��1+���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 Engineers signature and seal. to W E cD Co 8 N p r" m # LL J 0 mw iq� o � � Wa M M Q Qj W COm LL U- a a rr -ra- gZO Z m c-, 0� h 0 0 w� 9 m oo fON� m W og�� ¢ �a O z d cv coZ 5 0 Wo J W00 ❑❑❑ 0, z N 0,pOp 8 z 98 N z � � a N M z u- �N 0 LL w a %U O �Za LU g �_ 04 .� w.. wig U w $ =1' ¢ N -o seo o w MZ o N g � E o no w >o o Q ECc, ° = �® o� H — Qv aQ �0 0 o E N ¢zo 0 °do dz �Z L (6 �= _ o U N mg F p Z, Qi m Q W 0 3 0< Z Z ao z �w a .� U 0 iXz ~3 o L ;LD F lo mi. co v 5 a ° �N 0 = > �f' J ^L1 C CM O Q C O o It T J 04LO T T1 E r N y o z z r_ E O E w o JOB NO: 20-6576 SCALE : AS NOTED SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF ' MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME1A K WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TO WINDOW BUCK ALL THE WAY AROUND. INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure \ resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - X DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as O in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 1 Lf1V1111V1.1 SELF -ADHERED FLASHING DECK JOIST WEATHER ✓E BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING I Lf1V1 I11VV 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN G WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING v SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) E AM SELF-ADHEF 1'4' PER PLAN 1'-0" PER PLAN SHOWER SEAT ZVI SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING - 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST AR WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHI EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH vi SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED FLASHING, SEE FLASHING r SELF -ADHERED FLASHING- -�yL r FLANGED WINDOW7(SEE DETAIL WP01) /j\ SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 Q W m co I' m Q Z i a CL �- L LLJ d LU PLASTER STOP W CONTINUOUS BACKER U ROD & SEALANT Lu W _ Cr 0C Lu Lu No A a 00 SELF -ADHERED FLASHING INSIDE CORNER FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is NG intended to resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual Q layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard SCORED as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing RELEASE PAPER shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: (BEFORE FOLDING, SCORE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall RELEASEADHESIVESE AS SHOWN)finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings �Ground� FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be 2 sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 7 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. ' • 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in clutters. Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o c DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS C�5 STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF - - DRAINAGE PLANE WRB BOND BREAK WRB V.._SF LATH � =====JAI ER STOP A NUOUS BACKER ROD LANT VTITIOUS FINISH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. 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 d I� C4 CV 0 CV 0 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. 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Y - r .r �., ,„�. .-a<a,. �:. k ,a r -3-. u -_, °'.r•'Z '�k.'r< ,, .-. r 12J31/2020 12131J2t320 12/3112020 12/31/2020 12/31/2020 ...12J31J2020 12/3112020 1213112020 ..............................._._ .. 12/31/2(l20 12J33t2020 12/31/2D20 12/31/2020 ,.._... 1213112020 1213112020_. 12/3112020 _ Y r 02 1 APPRCJ SpECIF1 CATS !� EET -� - -- - i As re ired b Florida Statute 553.842 and Florida Administrative Code 9B-72, lease ovide the information and o%al numbers on the building components listed below if . Y p� they will be utilized on the construction project for which you are applying for a - > PO }I -� �L/ O Q O L C � '� U O C = (jj N -0 U C O O -� L O Q C 0 C O LL c C = � O O .� " O •t/) N L ,*, M O C-4 F W 4-- �._. � -0 •C � - a CU > O Q Q Q .' A3 _........ ...._.......__...... -_. FL17244.1 __....-_-..__._...__ __.................................. ESR 3455 .......----.-.. _ _...:..._.-___...-- _ ___ -..._ ._ - 12/31/2020 .......:....... _._....... A23 FL10446.2 ESR-2606 _ HD210 2 FL17232-3 ESR-3445 12131J2020 HU210 2 FL10856-4 ESR-2549 HD212-2 FL17232 3 ESR 3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 fihr rt irtg Bi c is 10 G get +V2'x4-112' 21V a 7. t1 1�343Ci C ASS S pGft ay be cut tt 1 See Anr�lgr ciule . 11t19ht 0fa t (16 Gauge) HDp16 _._.__._...._ FL17232 3 - ......12131/2020 - - ESR 3445 HU216 FL10856.5 ESR-2549 IiD21Fr3 __ FL17232.3 __.__. ---- ESR 3445-----_..... 12t31l20- HU216-3 FL10856.1 ESR-2549 Cate orylSubcafie pry Manufacturer Product Description Approval Number s) Test Pressures Exp. Bate -HD26 HD28-2 Ht 4 o_................_.............._.__.._._ ..............................:..........__......._.............._..._......_...-----.._.._......._......:....__......_._......_.....---_........_-._._.._........................................_...................----._...................................._......_._............................................. ----- FL17232.2 _...__....__FL17232.3 FL17232.4 ....... '-'--... ----_------..._..- ESR3445 _ _ ____. --.. - ESR 3445 _._ ESR-3445 12/31/2020 ' 12/31/2020 12/31/2020 HU26 HU28-2 HU410 FL10856.3 FL10856A FL10856.9 ESR-2549 ESR-2549 ESR-2549 �. a=xTloR ooc�ls A. SWINGING ThermaTiu Ferber -Classic and Smooth -Star ON-IMPAC FL20461,1 +67.0/-67.0 sf 12131/2021 ThemtaTru Ferber -Classic and Smoothstar (NON4MPACT) FL20461.5 +67.0/�37.0 sf 12/31/2021 _._......._ HD412.......-----FL17232-4.__.......-..._._. - -_.___ - ESR-3445 - ._ - -- 12t31(2020 HU412 FL10856-9 ESR-2549 ThermaTnr Firber-Classic and Smooth -Star (NONaMPACT) FL20461.9 +67.0/-67.0 sf 12131/2021 HD610 ESR-3445_. 12(3f12020 HU610 FL10856.10 ESR-2549 HDD410 . ----- _FL17232-4 FL17241-7....... ..... .. ESR-3444 - _ _ ..._ - ---- 12/31120120 HUCQ410 FL11468.11 SIM200804 ThermaTru Firber-Classic and Smooth -Star ON-IMPAC FL20461.14 +67:QI�7.0 sf 12/31/2021 HGA1D HGAM10 FL17699.1 - -____FL17699.1 Evaluation R ort eP..-....... _.... _._..... Evaluation Report 1213112020 ....• ................... 12/31/2020 HGA10KT HGAM10KT FL11470.4 FL11470.4 SIM200803 SIM200803 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 sf 12/31/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.01-67.0 psf 12/31/2021 ___ ........__ HHCP2 "__.-....._.. __-_.._- FL172367 __......._....__ -_.___....... ESR3448 -- 12/31/2020 HCP2 FL104472 ESR-2551 ThermaTru FlberClasslc„ Smoothstar, ClassicCrait, Rustic FL7640,1 +67.01-67.0 sf 12/3112021 HTA16 FL17680 4 Evaluation Report 12/31/2020 HETA16 FL11473-5 SIM200802 Bolls R 113 'Dig. A325GaIv. y ) a I a _ - ,,. ''"e�.�. 12/31/2020 1213112020 12/31/2020 12131/2020 .. ...-,. 1213112020 ..._. ,. ....... 12J31l2020 HTA20-18 ...I... _ __ ........................ FL17680.4 ___.._._____....._..... .__ ...._ Evaluation Resort _.._____._.. _ ............. -._ .......__.__-.__ . ____._.___ 12/31/2020 _ ........ _ ..__-. .. HETA20 FL11473-5 SM200802 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psf 1213112020 HTi16 FL17324.2 Evaluation Repot 12(3112020 HTT16 FL11496.1 E 0130 S- PGT Series 5570 FL251.10 4/14/2021 HTT45 Evaluation Report. HTT22 FL11496.i ES-D130 ........... HTi+Y16 ............ ........_...:.. _....._ ..I....-_.._ HTW20 HTW24_...._ ___FL173242 -__ FL17244.$ FL17244.8 _.._.._ .: ........ 6 .... _. ......._12J31/2020 _ ESR 3455 _._......... ESR 3455 ......_.._.. .... ..............:..........._... _.. _..... .. .. ..... ... ESR 3455 12131/2020 12/3112020 <.:.::.....: ..._ 121311202Q HTS16 HTS20 HrS24 FL10456.22 FL1.0456.23 FL10456-24 ESR-2613 ESR-2613 ESR 2613 C. SECTIONAL Cto a Building Products Residential WindCode Doors W5 8X7) FL15279.37 +30.Ot 32.0 psf 5/21/2D28 Clopa Building Products Residential WindCode Doors W5 (16X7 FL15279.53 +30.0/ 0.0 psf 5/2112028 Ct a Butldi Products Residential WindCvde Doors W6 8X7 FL15279.85 + -42.0 sf 38 0/ 512112028 y. s #14 +E eIIr 5 _..:.........................----FL17244 i TW -....__ .-__.._.._ .. ._._......_........_..._....- FL17244.8 _.____. _ ._ .. -. ESR-3455 _..._.---- .- ........._.........-------- __. -. __._._ _ .. _._. 12/31/2020 _.. _ _ -... _.. HTS30 FL10456.26 ESR-2613 12I31/2020 12/3112020 1213 l2020 CI ay Building Products Residential WindCode Doors W6 (16X7) FL15279,102 +37.01-01.0 si 5/2112028 HTWM16 .....-......... _Ii-tWM20--.____ __ - ___ FL6223.2 Evaluation R ort _. ..------12/3V2020 ----_.. - .Evaluation 12/31/2020 HTSM16 FL11473.11 SIM200802 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 FL62232 Report HTSM20 FL11473.11 SiM200802 - If u IP * A1C Urn BcttDm Ed (Typllca t Strap {°)Yplca {. 3 In front) 12/31/2020 12/31/2020 1213112020 1213'1J2020 12/3112020 _... 12J391202fl HUGT2 HUGT3 _. __.._. FL6223 3 _.... FL62233 ^_.. Evaluation Report _..._... Evaluation Repot ........ _.....12J31/2fl20 12/31/2020 HGT2 HGT3 FL10456.18 FL10456.19 ESR-2613 ESR-2613 2. WINDOWS A, SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 10/8/2023 HUS210-2 .......... H. i2 .'.2 FL17232.6 . FL17232.6 ... ESR-3445 .............._.___ _._.. _ ESR-3445...... _ -'--i 12/3112020 31/2020 HUS210-2 HUS212-2 FL108%--R4 FL10856.1i ESR-2M9 ESR-2549 PGT SeCles 55(M7 FL239.7 7/30/2020 HUS26 FL1_7232.6 ESR-3445 12131/2D20 HUS26 FL10856.11 ESR-2549 B, HORI�NTALSLIDER MI Windows and Doors Series 188 FL15351.1 +40.01-50.0 sf 2/16/2024 . ._..... HUS28 ._.._.............__..._..__...-FL17232.6 _ _ .. ..-......_.�_-.... ESR-3445 . - ---. -1?J3112020 HUS28 FL10856.11 ESR-2549 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/�0.0 psf 4/312023 WasF+rs Bl Ckn Mitts i 9 Fr olll#t Goss pp i€7 utt�1W} 1213172020 12/3112020 12/31J2020 .... ........ 12/3112020 _.__.._. HUS282 - FL17232.6 _.........-_-----._.___ _. ..ESR_3445 _. _.___. _12/3112020 HUS282 FL1D856.11 ESR-2549 PGT Series 5520 FL243 4130/2025 JL24 ._..._......__..... .. ........ _ ....... _..-- --_. _..... FL17232 7 ---- --- _.._._ .__......_ ESR-3445 ------------- - _.... - - - .........._. - 12/3112020 .12/31/2020._ LU24 FL10655-103 ESR-2549 D, :MULLION MI Windows and Doors Series 5764 FL15353.2 1 /3112020 .................. JL26 _................._._._._.........._ JUS2102 FL17232;7. .... . FL1723211 _........._.__..._..._............- ESR-3445 . ESR 3445 - 12/3112020 LU26 WS210-2 FL10655.104 FL10655-107 ESR2549 - ESR-2549 PGT Series 5500 F L261.1 NIA 5/2612021 E. OTHER L Eitadmt (l6 Gau 14Salt-Dr111rigSctmThruStack Back Cross Support Into A/CUrrst#r omSide JUS24 JUS26...............................-...._-FL1_723211_ FL1723210_....... ........._....._.._._.................. _.. .. ESR 3445 _..._......._ _.._._.._......_.. ESR-3445 _ _.__..__._ 12131/2020 12/31/2020 WS24 WS25 FL10655-109 FL10655.111 ESR-2549 ESR-2549 12/31/2020 1213112020 12131/2020 .JUS262 -----FL1723211 _._.. _....._---_....___. ESR-3445.............._......__._-_ 12/31/2020 LUS26-2 FL10655.112 ESR-2549 3. PANEL WALL _ lT foal; 3 e�h side €or hurrica-ire uq�) ...i..._._...-.---........... 1213112020 _...::_......... --._,___ �_r _ __. = - James Hardie Building Prod. -__.- _ - ----- __.---__.- v._.. - - Cemplank La Siding and HardiePiank La Siding -._ _. �_ - FL13192.1-FL13192.2 12t31/2020 _..... _..... JUS2$ __ _...._...._.._.__..........__ __....- ............._..-__..._ .._ ... _..._.. FL1723211 .......................____..._...._.....__..._...... _............._....._._.._.._.._........._...._.............._.._--.....___........................_.._..___..._..................._...__._........._ .....----._._.._..... .......--------...._.. ESR-3445 .. _. .........�.. 12/31/2020 WS28 R-10655-113 ESR-2549 A. SIDIi�IG N/A 12131/2020 JUS46 FL1723211 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 B. SOFFITS Alside Solid and dented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 ._ . KLEG3 KST260 FL17241 15 FLi7244-15 ESR 3444 __..... _ .. ESR-3455 12/31/2020 12/31/2020 LEG3 MST60 FL10667-71 FL10852.7 ESR-2615 ESR-2105 C. OTHER l -*o& -ulU rtitt r""ea�"-akm RA,ASnsi I bet*apw l t ! ' * ""� c..rhl tun `e it awlx . it"6 12131/2020 1213'112020 12(31/2024 12131/2020 12J3112020 ___.-.-..,.__,_. _�_ " -.--__._._._. .._.__. _ . _„ , _ ..___ ...._.•.., LSTA12 ........ ... ........ ....... LSTA15 FL17244 18 _......_..--- ... .................. FL17244.18 ESR 3455 ._..........._... ........._...._._... ._ ......_ ._...-. ESR-3455 12/3112020 12/31/2020 LSTA12 LSTA15 FL10852-4 FL10852-4 ESR-2105 ESR-2105 4. ROOFING PRODUCTS ...........LSTA18 __........_.....__........_..._-.-. FL17244-18 ..............._._.._......_._.....__...._. _. ESR-3455 ................_.................,......_._:..__.__...__............._...._.._.._....._....._....._............_................................ 12/31/2020 LSTA18 FL10852.4 ESR-2105 A, ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/1612022 -1213112020 LSTA24 i728....._ ESR-3455 12/31(2020 LSTA24 FL10852A ESR-2105 B. UNDERLAYMENTS Temko 151b Felt Undedayment FL12328.6 NIA 10118/20 1 J'P'J12f120 ._......_...._._LSTA30.............._.._.._ _..._.__.._._- FL17244.1$ .................... ...._....._-..-....._..................._.......ESR-3455......_......................._.....---...-_...._..... 1213112020 LSTA30 FL10852.4 ESR-2105 C. ROOFING FASTENERS NOT USED .....................__....._........__...._.........._..._.._._.__........_........_._...........-_-..__..._.....:._._........................................................................_....__....................................._................._........................_........................-_-..__...-.................................-.......... _..-_LSTA36 LTS19 -' LTS208 FL17244.18 FL172192 FL17219.2 _:......_ E$R-3455 ................_._.......... ER-0200 ER 0200 12J311202C1 12/3'1/2020 12131/2020 LS7A36 LTT19 1-720B FL10852-5 FL11496.3 FL11496-3 ESR-2105 ER-130 ER-130 12J31J2020 1213112020 121311202C1 12(31/202fl _......._..............._-_....- 12131J2020 12131I2020 D, ROOF VENTILATORS Thom son Arch Metal Coin . p Off Ridge Vents FL16918.1-fL16918,4 NIA 9/9/2026 orida a De rtm nt of Business &Professional Re ulation pa Pa e 1 oft 9 9 Building Codes and Standards 3rzu2o,e Product Approval Application Detail Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12131/2020 _.... _ Li1139 LNV12 _.LUGT2_......................... _.... .......___ _._. ......... .... . .............. FL172i92 ._.._-....._..._FL1.24 .8 ._ _......._. FL17240.2 _ ..-__ _ _._...._...... _........._._......__......_ _-.._ ER-D200 - ESR-3455 _....._....._.........._.....................ESR-3447__............_......_................_........_.._...... ..._ ...._ .... 12(31(2020 -----............_.................. 12131/2020 -12131�2020 LT7131 LTS12 LGT2 FL11496-3 FL10456.29 FL11470.7 ER-130 ESR-2613 SIM200803 Lomanco, Inc DA-4 Exahust Vent FL172021 N1A 7I10/2021 E. ROOFING TiLES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/3V2020 MP3 FL17244;22_.....__.._ ESR-34-55 12/31/2020 LS30 FL10446A5 ESR-2606 F. METAL ROOF Gulf Coast Supply & Manufacturing, L 0.032a Aluminum Gulfl-ok 16n wide roof panel FL11651.2 R3 N/A 4/1212024 MP34 ............................... FL17244.23 .. ESR-3455._............................._.... 12131/2020 A34 FL10446-3 ESR-2606 .12131/2020 12/31/202D code eve slon �. 1- Revision 2017 Manuf cturer a Gulf Coast Supply & Manufacturing, LLC. Category: Roofing Subcategory: Metal Roofing Compliance Method: Evaluation Report from a E It or Co c' Engineer&License Validated By Eng David Daniel S. Kuhn Locke Bowden P.E. (352)498-0778 PE-75519 (334)300-1800 Info@gulfeeastsupply.com Date ate Val d Submitted 10/12/2017 10/10/2017 DatePendlna FBC Approval 10/17/2017 Date A roe sc us 12/12/2017 Approved ..1213112020 �2(31/2D20 12/31/2020. ....12131J2020 12131/202tD MP4F ....._.................................................................................... MP5 FL1724424 ......._......._......:................... FL17244.22 ESR3455 .... ......_._... _. ....._ _ ..._......... .:.... _ ESR 3455 12131(2020 ,....._ ....... 12/31/2020 LTP4 LS50 FL10446.19 FL10446-16 ESR-2606 _ ESR 2606 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31=20 MPH3516 FL17240.3 ESR 3447 12/31/2020 WMI416 FL10667-86 ESR-2615 All American S-hutters & Glass , Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 ....______......MSTA12----....____._._..__....._.._........_.FL17244.1.. __ ......_. .__._....__....__............_....._--ESR-3455-�_..__._ .._. -..- ---_' ....12/3112020 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 6. STRUrrTURAL COMPONENTS Florida Re istered Archi ect o L' 9 t ra icensedFlonda Prdesslonel En In ear . T.„ - F 46S^L.tF�,Prrrlt cis „. , < 4 „ , . >>. _ . -:-....,. ,. _rc, - : : _ _ : . ,,. -.., _ -, , , - . , ......................._...................._..............._.....I...._.... MSTA18 MSTA24 ...._.... ... ST M A36 ....I .................... . :...... .. ............._....._..................................._............................................-...............__........._................._................._..........._............_....._........................._...._......_...._........._.......-...._...................._...._... FL17244.18 FL17244-18 ... FL1724418 ...1... _ ...._.:._ .. ... _. ... ESR-3455 ESR-3455 .................................................... ....... R 55 ES 34 ......I... .. ............................... ......... . ......I.. 12/31/2020 12/31/2020 213 1 1/202f1 ......... .......... MSTA18 MSTA24 MSTA36 FL10852-9 FL10852.9 FL10852.9 ESR-2105 ESR-2105 ESR-2105 12/31i2020 12131/2020 12/31/2020 TO 1 A. WOOD CONNEC RS Struct I C USP ura ono. see chart ANCHORS Simpson Strong -Tie see chart se # �t _ 1 2 3 4 5 6 7 8 9 10 11 1z 13 14 15 16 17 ProductMotleLNumberorName 0.032& uot;Aluminum5VCrim q P 0.032&quot; Aluminum Gulf Lok 1&quot; 24ga. Gulf Snap 1&quota 24ge. VersaLoc 1&quota VersaLoc .032&qud; Aluminum 1.5&quot24ge.GulfSnap 1.5&quota 24ga. VersaLoc 2&quot, 24ga. MegaLoc 24 Ga. GUIf Ldt 24 Ga. Gulf Seam 24 Gs. GulPSeam 26 Ga. 5V comp 26 Ga. SV Crimp 26 Ge. SV Crim P 26 Ga. Gulf Lok 2 Ge. If 26 Ga. GuIfPBR Quality Assurance ProductDescrlptlon CorYrac[ExplratlonDffie i M n 0.032& ud V C ,s nmpAluminumRoofPanet 04n22024 war 15132&quor, Plywood Min 0.032&qud; Aluminum Gulf Lok 16&quct; Wide 04/122024 Root Panel over 1532&qud; Pywood 1&quota Gulf Snep 24 Ga. 17&qud; wide Roof Panel 04/122024 war ot; Verqud; Plywood 1&quot VersaLoc 24ge 1G.5&qud; Wide Roof Pen el 04/122024 over 1532&qud; Plywood 1&quota VersaLoc min .0328quot; Aluminum over 04/722024 1532&quota Plywood 1.5&quot;GulfSnap24ga.16&quot;WideRoof 04/122024 Panel over 7532&qud; Pywood 1.5&qud; VersaLoc min 24ga. 16&qud; wide Roof 04n 22024 Panel over 15I32&qud; Plywood Mm el ver l5f32& ot; Ply c 18&qud; wide Roof 04/122024 Panel over Gulf L qud; Plywood Min 24 Ga. Gulf Lok 16&quota Wide over 1532&quota 04/122024 Plywood........ Min 24 Ga. Gulf Seam 16& ud; Wide Roof Panel 04/122024 qN over 1x4 Wood Pudins over 15/32&qud; Plywood MIn 24 Ge. Cult Seem, 1 3!4&qud, Snap Lock, 04/i22024 18&qud; Wide Roof Panel over 1532&quot, Plywood Min zs Ge. sv Crimp Rod Pen el over 1532&qud; 04l122024 PIood Min 26 Ga. 5V Crimp war 15/32&quot; Plywood 04/122024 MIn 26 Ga. 5 V CrImP Roof Panel over lx4 Wood 04/122024 Purlinsover 15/32&qud; Plywood MIn 26 Ga. Gulf Lok 1 s& ud Wide R of P o q o anal ver 04/122024 15/32&qua; Plywood MIn 26 Ga. Cult Lok 16& not WI a Roof v d Pen el o er 04n 22024 15/32&quot; Plywood q Min 26 Ga. Gulf PBR Roof Panel over 15132&qud; 04/122024 Plywood-154.7PSF Approved for Use A InHVMz No No Yes Yes Yes Yes Yes No No No No Yes No No Yes No No p proved for Use I ct mna OutsldeHVHZ Resl ant Yes N/A Yes N/A Yes N/A Yes N/A Yes N/A Yes N/A Yes N/A Yes NIA Yes N/A Yes /A Yes N/A Yes wA Yes N/A Yes N!A Yes N/A Yes N/A Yes N/A sl �� Ressure +wa -108.5PSF +N/A/ -116.OPSF +N/A/--131.0PS +N/A/ -136.5PSF +NIA/ -101.OPSF +N/A/ -116.OPSF +N/A/ -123.5PSF -108. IN/A/-PSF +N/A,-9s.7PSF + - N/PJ 93.SPSF +N/A/ -108.5PSF +NtA/ +N/A/.131.PSF +ova -156.5PSF + N/A/ -161.0PSF +N/A/-63.SPSF +N/A/ MSTC4D ......_....._................................._..........__........... MSTC52 .. ..... - MTW12_._....... _._............ _ __ .. ........ FL17244-26 ..... .____ ..........•..........-....... FL17244-26 ......................._....._ FL17244_$ _.. ESR-3455 ........................._...........:........_.............:......._.._.........................-...._........_......._......_ ESR-3455 _._.._...._................_..._...__...._....__...............__._...._.......... _. .............._........I..............- .. _. _.. - ESR-3455 _ ... .. 12/31/2020 ._.. 12/31/2020 ... .. 12/31/2020 MSTC52 MSTC52 MTS12 FL10852.11 FL1D$52.11 FL10456-33 R- 105 ES 2 ESR-2105 ESR-2613 12J31/2D20 .. _ ._ 12/31/202D ......:........._:_................._... 12131/2020 _..........._..,.._..._..._.......... 12/31(2(120 .............r........................ 12131/202fl 12131/2020 ..............:.:......:.:...:.... 12/3112D20 12/31/2020 ....._.............._ 12/31/2020 12/3112020 12/31/2020 ......................_.........._........ 12/31/202D ..... ...._............ .. 12139/2020 12/31IM20 ...................._.._......... 12J31/2020 . .....::......_ 121g112(}20 12131/2{i2(i ...................__.._..........._.... 12131 /202D 12131J2020 12/3112D20 1213112020 12/31/2020 12/31/2020 ... _.......... __..... ... 12 /-2020 12(31/2020 L B. 'fRU'.'rJ PLATE4J" ITi1U Buil{firtg Com onerits Al IneTruss Plates FL1999.1 - FL1999.4 N/A 12131/2020 MITek Industries, Inc. Truss Plates - FL2197.1 FL2197.5 N!A 1/112023 C, ENGINEERED LUMBER Weyerhaeuser Rem Board, LVL, PSL, LSL _ FL6527.1 FL6527.5 NIA 3/31/202 1 _........._................._._._..................._......__........ MTW 16 ....__.............._..._.._._....._...._.........._..,...........-..................._.................._................_.....'--_...._......_........__........_..._..._,.....____..._..._..._....................,,........,:.._.............._.........._._........._..........__..._...._......_....._...._..............................__.... MTW18 ..__._.._.............._..........._._...._ FLi7244_$ FL17244.8 ...__...._..___.-................_......_..........._..._-_......_..__.._..._..........._-----------..__..__...- R- ES 3455 ESR-3455 ....._..........1...._...I............... 1 213i/2020 12/31/2D2D MTS16 MTS18 FL1D456.34 FL10456.35 - ESR 2613 ESR-2613 D. MATERIAL Gast -Crete Ctxp. High Strength Canerete Lintels FL158.1 NIA 5/21/2022 MTW20 MUGT15............... FL17244;8 ................... FL17240.5 ESR 3455 ..............._. ESR-3447............................. _ 12J3112D20 .... 12/31/2020 MTS20 MGT FL10456.36 FL11470.9 ESR-2613 SIM200803 Commercial Concrlete Products, Inc HI h Stren th Concrete Lintels 9 FL1774 N/A 5/25/2024 NFM35X12 _ ••NFM35XI6U FL578 2 FL578.3 Evaluation R ort -..........................EvaluationReport - 12/3112020 12/31/2020 MBHA3.56111-25 MBHA3.56/16 FL13904.6 FL13904.6 ESR-2616 ESR-2616 PAU44 ......__........ ._..._._....... PAU66 ............................................_...__.-........._...._.........._......_.........._......_......_............._......................-.........__.......__._.._........---....._........................_....-....._.........._-..._:...........................__.................._..._-._....__ PHD2A . _ ................. ...... -.... PH)Q.13516 _ _...... _......... ................__ . RFUS .......---..............................................................".-........................................._..........................._............--...................._._...............-.'.'...__---...... RS150 _...................... i.. ... _.._.... RT15 .................. ..... _ .-._..... RT16-2 .........._.................................................---_............................................_......_............_.._....................................... RT16A FL17239.13 ................. .._............._ FL17239-13 FL17219.3 .................... _......................._-............. FL17241.20 .-_ ....... ....,_...._................. ...............;._. FL6223-5 FL17244.27 _.........................................._...._....... ... .........._ FL17236-3 .. ...---......_...__.. _. _. _...I.. ... FL17236.2 FL17236.2 ESR-3449 __.........__.._.............._...-..........I..._......._.............._...................._.-.... ESR-3449 ER-0200 _........................_..._......_..................... ._..._ .. .......... _... _.... ESR-3444 ......_. .. ......,. _.._.. ..... ........ ..._ Evaluation Report ..................I..._...._..........,..................--................I......._1.1.......I....... ESR.3455 ....._. _...._.. .. .. .............:...,... _ .. _............... I............................. ESR-3448 ... ..... _...... ._.-...._.................... ...._..........._..............._.........._...... ESR-3448 _....-_.....-.._.................._......_......................_.............__..................................................................................._........................I........... ESR-344$ 12131/2020 1213112020 ............_........................._... 12/31/2020 ............................._ 12I31/2020 ...,..... ..-..... 12131/2020 ......-....... 12/31/2020 ...,................_ 12(31(2020 _ _. . . 12131/2020 1213112020 HDU2-SDS2.5 GLTV3.516 FGTR CS16 H1 H10 H10-2 H10A H3 FL10441-4 FL10667-8 FL11473.2 FL10852>1 FL1045&5 FL1045&6 FL10456-7 FL10456-6 FL10456.13 ESR-2330 ESR-2615 SIM200802 ESR-2105 ESR 2613 ESR-2613 ESR-2613 ESR-2613 ESR-2613 - -'- '-� .. 1 The products listed below dad not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the follouuing information must be available to the Inspector on the jobsite:, 1) copy of the product approval, 2) .__-_, .___ -; - _ .. , ......- _ __ -. ._ _._.. _--_.._.__.«_._.,..-- _.__._-. .--_._-..._ .�..._._,__._•_ --_-- _...__ ..__._ .....- _.._..____--�..-__---._.._._._-._-_...._.-..-__,_.,-._._--,-_ -_ -_.. -...... ,_..,_ " ""' " ~"-"-'"�--_ ._._,_.._ _,._ .- ,�..,.�.. ..__,. _ _.,,,_._ .__ ,�.. _ _ _ _. _--_. ___-. ,.. _.__.._ _. _..-_.. ... I ._.._. -... _._ .._- f__ - .--_--- -- --" --- --" ---- - -- - - - - -- - - - i f : _ ; - ---- - -- - --- ,. - .. _ _ `_- ---_ _..,-�-_._,..._m..-,_..,_.:.. .... ,__..�... _...,____ __ ..._- ._ �_ u_. _. ,. ,-. .,.._.:._.,..._.... ....__,_.._., -.-----_�•�--_,�_._. __ .._ _..___w._., w.,,_..,.v�_ __.-....,. .._...,�v�:e_ .. _,,..,".._ ......._.,.".�.__.._..__,� n; _..-._....... _,.._..._._____.- _va�..�- „ ......._ _.__ I _..__ _- __ _. , __-____ _._ _ _.-.. __ _____ _ . _.. , _, ._ ._-_.. - ±.... _._.__.. __- _ _ _-_ __ ___ . _ ._. __ _ __ _ _ _ _ RT3A ......... ..... .--..-.- - ....... RT4 FL17236-3 .. ._, .. ,.:........ ........ FL17236.3 ESR-3448 ..............:.:.__............ ...., .............. .�....................................... ......, ESR-3448 12/31/2i120 .... .. ... 12/31/2020 H4 H5 FL10456-14 FL10456-15 ESR-2613 ESR-2613 RT5 ..... ...... ................_......._ ._....___. RT7 FL17236-3 '--' -' - ----'- •'--' FL17236.3 ESR-3448 �•-'-•' ��-�-�� � - ESR-3448 12/31/2020 12/31/2020 H25 H2.5A FL10456.11 FL104%.12 ESR-2613 ESR-2613 i ____ ____ __ : -_____ ___- _._.___._ _.. _. .-_-___ _. _.. _..___._M__ _...--.._ . __.. _.___._ _._-_ _. __._ __.._ __.__._ ___ .._-_ _.. _______ r ;..- i APPLICANT SIGNATURE DATE - ���-.a.�.__w-__..�_ - - - _ _ _ - - - _ - RT7A ..._ ..... __ ._ ......... - ......... RT8A FL17236.3 .. -................._..............._.:._._......_................_.....I....... FL17236-3 ESR 3448 _ . ............._ _....__. ......._........_.:...i.i......_...._...... ESR-3448 12/31/2020 12/31/2020 H8 SP1 FL11470.3 FL10456.41 S(M200803 ESR-2613 $PT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 Florida Department of BLu�siness & Professional Regulation Building Codes and Standards Pagetof2 3rAMI9 ................._............... SPT24 ................._......................................................................................................................:_.....................................................................-....._................-......................................:_................................................-......-.......-..............I...................� SPT4 _ SPT6 SPTB ......._ FL17244.31 FL17244 32 FL17244 32 ........_...........___...:......................_........................._.- FL17244 32 ......._.........................._..............................................................._......_._......__........_...-......._.........._....-.,......._...._...................•. ESR-3455 ESR 3455 _...................... ESR 3455 ..._..._-.............. ESR 3455 12/31J ... 12/31/20M 1213//2020 12i3112020 SP4 SP6 SP8 SPH4 FL10 .43 FL10456.44 FL10456.45 FL10456.46 ESR-2613 ESR-2613 ESR-2613' ESR-2613 1213'112020 ......_...:............................_... 1213112020 121311202D 12131/2020 ProtiuctApproval Application Detail ._.............................._...................._...._.._..................................,........._. SPTH4 . FL17244.32 -__..... .. ESR-3455 ....._ _ 12/31/2020 SPH6 FL10456.47 ESR-2613 1213112020 .._....._.............................._........_.._........__....................-................__............_....__......_........_-...._........................._..__....--__.._.._..........---................_.__.........._...._..................._....._.__............_......_......_...._...._ SPTI-16 FL17244>32 ESR-3455 _...._........._....._.._........_... 12/31/2020 SPHB FL10456A8 ESR-2613 __.._....._.......... 12/31/2020 12/3112D20 crdrvAssunance Approved far use Amuv dforUse nmpact Design Product Nodal. Number ar Name affix Coritrad 6nir3tion Date iD.torta i H�taot Ef8i,41L@ SPTH8 FL17244.32 ESR-3455 1213112020 FL 0655.141 ESR-2549 18 is 26 Ga. GuMW 26 Ga. GuffPBR Mh 25 Ga. GuIfPBR Rod Panel over tx4 Wood 04112rM4 Purins aver 1532&qud; Pywood Mn 26 Ga. GuIfPBR over 15f32&qud; Plywood o4/i22024 Yes Yes Yes Yes NIA NIA +N/A+ -151-7PSF •N/A/ SUH24 FL1723'213................................. ... _........ ESR-3445 ......... ......... .12/3112020 HHUS2$ 2 FL10655.3 ESR-2549 12/3112020 1213112020 �J ^, THD28 FL17232-16 ESR 3445 12/31/2020 HHUS410 FL10655A ESR-2549 20 21 22 2fi Ga. t318PBR 26 Ga. GulfRiib 26 Ga- GulfRb Mtn 26 Ge- GuMPBR over ix4 Waod Purins afar D4/1212024 15/32&quot;Pywood Mn 26 Ga. GWtRtb over I0 Wood Puffins aver 041122024 15A2&qud; Plywood Wn 26 Ga. GJIRib over I&32&qud; Plywood 04/12t2024 Na No No Yes Yes Yes N/A NIA N/A -154.7PSF •NIAI -151.7PSF +NIA/ -164.2PSF +N/A/ .... ..... ...•....I ............ THD28-2 .. .... ... .. ... ,... FL9723216 ....... ............-.,.. .......I............... ... ESR-'3445 I. ......... ......... 12/311,2020 HGUS5:2af12 FL11468-11 SIM200804 ...._.i'j 12/3912020� /2/3112020 1213112Ci20 12/31/2020 = W �^ v J _....... THD410 .. .. .. THD412 FL17232-16 FL17232.16 ESR-3445 .................................................._.._._ ESR-3445 12/3112020 12131/2020 HGUS414 H 8-SDS3 DQ FL11466-10 FL10441-1 SIM200804 ESR-2330 THD612 ---......_.-.----......_....__...._......__..._..----- FL1723216 ESR-3445 12/3112020 MSTAM24 FL11473.19 SIM200802 23 24 25 26 27 28 26Ga.GulfRib 26 Ga. GudRb 28 Ga. GUIfRb 29 Ga. G ffRb 29 Ge. Gu11Rb 29 Ga. GuBRb Mn26Ga.GulfRb r153z d ova&qu , P17M'ood 041122(Y24 Mn 26 Ga. Gti82b wet 1x4 woad Purfins over g411zrzoza tin 29 Ga. Plywood Mn 29 Ge. GJIRb aver ixa wood Pudkns aver DM122024 15/32&qua; Plywood Mn 29 Ga. GJIRib over 15✓U2&quat; Plywood 04/122024 Mn 29 Ga. GJtRtb aver I0 woad Perltrs over 04/12I2024 7n 6&qua . O.SB_ tin 29 Ge. GJRtb over 7n 6&quok O.SB. 04/12/2024 Yes Yea No No No No Yes Yes Yes Yes Yes Yes N/A N/A N/A NIA NIA N!A -159.2PSF N/AI -159.2PSF +Nrly -1642PSF -123.5PSF -M. +NIA/ -146.OPSF +N/A/ - NIAJ SF +NlA/ ...... ..... . 12/3112M .........._................_._.._..... 12131/2020 12/311202D 12/3112020 ._.. ... .. .... ... .. 12131/2020 �� CC ` O a- .____..THDH414 ....__.._...... ................._.............._..,____.._..................._...._.............._.._..__..._............,.._........_............_...................._..,...._...............I--....................................._........._....._...._.............._..................._.........._.........._........._.............I.............. UGTS3F UPHp$ ---..._..._.._.__.._...._.._..---._...__..__......-----..__..._ FL17232.17 FL20331 FL17219 5 ......_ ._.._.._.._.._.-_--.._..---........_........._....__....__..__.......---------................._......__..__.._.._._......_................_.-......_-... ESR-3445 Evaluation Reprint ._.... ER 0200 ....... 12/31/2020 12131/2020 12/31/2020 MSTAM36 MSTCM40 HHETA20 FL11473.19 FL11473.19 FL11473-0 SIM200802 SIM200802 SIM200"802 . _ ..... .................._.... ................_ LGT3SD525 FL11470.7 SIM200803 .._ _..._................ - _ ..._ ........... .. ._ - ..._ _..::...._ . _ ...._......:..._ ............. ..... .. .......:: - LGUM26-2 FL11473.12. SIM200802 _ _ - _ _ - - - - - - - -116.OPSF O " }+ Soaroh CrNaria Code Vtion T ALL Application Type: ALL Category: ALL Application Status: ALL Quality Assurance Bray Contract Explied: ALL Product DesMption: ALL FL$: ALL Rodud Nanufaduror: ALL Subcategory: ALL compliance Method: ALL Product Model, Number or Name: ALL Approved far use in HVHZ: ALL v 0 Approved for use Design Pressure: Date To: outsWe HVHZ: ALL ALL ALL Impact Resistant: ALL Date From: ALL ii W U M < Coe Entity or 29e D� Date Pendino Date LM Vwslon Manufacturer Contact pineer &License Validated By FBC Approval Anorovod Status Revision 2017 Smart Vent Products, Inc. Michael Graham Hermes F, Norero P.E. Locke Bowden P.E. 08/17/2018 08/172018 08232018 10/08/2018 Approved Category: Structural Components (877) 441-8368 PE-73778 (334) 300-1800 Subcategory: Products Introduced as a Result of infogsmartvent.com New Hance pet Compliance Method: Evelueticn Repod from e FL7 Products Sea # i 2 3 4 5 6 7 Flonda Registered Architect or a Licensed Florida Praesslonal Engineer Product Model. Number ar Name SmartVent Model #1540.510 SmartVent Model #1540-511 SmartVent Model #1540-520 SmartVent Model #1540-521 SmartVent Model #1540-524 SmartVent Model #1540-570 SmartVent Model #1540.574 _ Quality Assurance Product Dascriatlon Contract Exolratlon Date Dual Function Flood and Ventilation Vent 12t312020 Dual Function Flood and Ventlla8an Vent 12I312020 Insulated Flood Vent 121312020 Insulated Flood Vent 121312020 16&qud; Garage Door Flood Vent 12/312020 Wood Wall Insulated Flood Vent 12/312020 14.5&qud; Garage Door Flood Vent 12312020 Approved for Use Approved In HVF'IZ Outside Yes Yes Yes Yes Yes Yes Yes for Use Imu,i HVHZ 8s�tant Yes Yes Yes Yes Yes Yes Yes NIA NIA NIA NIA N/A NIA NIA Deslan Pressure +1001-100 -100/-100 +1001-100 +100/-100 NIA +100/-100 N/A O W Q z Z Q _i /L� � V ( 1 �V iz. SHEET N0, PA 1.0 -� - - � - - - �-1 .1 . 1 =., 1 f ,. f _ 1 ! -. � f _- f l : - -1 . I I - 1 - T�r-r -T- � Florida Department of Business& Professional Regulation Page I ail Building Codes and Standards 1211 2F2018 Product Approval Application Detail l l or 2111 221 Data Para lnu Q,Al jygq Version Manufacturer Contact Enplmer&License validated By Validated Submitted FBC Approval Approved rrlgls Ri lore 2017 Therm&Tm Co orallon m Rick Mill Lyndon F. Schmidt P.E. an J. P E. 9 Y^ Ryan King, 10/152017 07/122017 10/162017 12/122077 APProvad Category: Exteror Doom (419) 298-1740 PE-43409 (813) 767-6555 Subcategory: SvMnging Fxtedw Door Assemblies nckw&wbidgconsultants. Com pllance Method: Eialuaaon Report from a com Florlda Registered Architect or a Ucwdl Florida Professlonal Engineer i! _ "r+'d.. ,.- _: - '• • 011WA. cu nee Approved for Us A-ril far Uae Impact Deaian gee# Product Motlei Number or Nama Protluct Description Conlnel Expiration Dah In.tSl Outside HVH2 Resistant Pro—, i a.Therms-Tru Fibet-Clasalc and Smooth -Star Nominal 68arf9;9&quotNon-Impacl&quot Opaque 121311=0 No Yes No WA Composite Edge Fiberglass Slagle Dow Onsving/Oulsydrg; X configuration) 6 f. Thentl Fber-Classlc and Smoo lar Nominal 8&at39;0 &quctNorvlmpad&qud; Opaque 12.3115l No Yes No WA Composite Edge Fiberglass Single Dow pnsWrigfDWswlllg; X eomiguraaon) 9 I. Thermal Fiber -Classic and Smooth -Star Nominal S8dp9;B &quottloo-lmpacl&gl+ol; Glued 1213112MO No Yes No N/A Composite Edge Fiberglass Slagle Dow (InaMi,910ulsvdrg: X comIgurl 14 n. Therma-Tru Fiber -Classic and Smooth -Ste --Nominal--Wminal sia-m0 &quotNoo-lmpact&quot; Glazed 12/312020 No Yes No WA Composite Edge Flbergless Single Dow QnsMngRlulswlrg; X emflgumaon) Florida Department of Business & Professional Regulation Pegs3oi8 Building Codes and Standards 12/1212018 Product Approval Application Detail Code Entity or �fgja jj$(q, Date Pendlna Tygg Will Manufacturer co"e• <c Enalneer &Llnnea Validated By Yalltleted Submitted FlICApproval Approved Mt., Revnlon 2017 Theme-Tru Corporation Rick Will Lyndon F. Schml6 P.E. Ryan J. King, P.E. I Vl32017 12/1312017 12212017 02/132010 Approved Category: Exterior Doom (419) 298.1740 PE-43409 (613) 767-6655 Subcategory: Smtnging Exledw Door Assemblies rickw4limbidgccnsuaants. C ompllance Mal tl: Evaluation Report from a com Florida Registered Arcl or a Uoensed Florida Professional Engineer �Lszbasl-Po t+roaucts r_� - OuaIIN Aseuranca. Approved for Use A--clfw Uae Impact Deaian 3eak Product Model. Number or Name Product Deecrloaon CaMnet Explratlpn Darts In Hl Outside Resistant Praeeun 1 a. Thom a-Tru Fiber -Classic and Smooffl tar Nominal Ul 8,quotNon-Impact&gaol; Opaque 12/312021 No Yes No WA Composite Edge Fiberglass Single Dow QmWng/Oulsl X configuration) 6 1. Thera-Tru Fiber-Clarslc and Smooih-Star Nominal BSdf39;08,quotflon-Impeq&gaol; Opaque 12/312021 No Yes No WA Composite Edge FberI= Single Dow pnswing/Outs ling; X cmflgurall 9 I. Themla-Tru Feuer -Classic and SmoceirStar Nominal 680190&quol)Jon4mpact&quol; Glazed 12/312021 No Yes No N/A Composite Edge Fiberglass Slrigle Dow (InWrig/Oulswfng X configuration) 14 n, enno- m er- ss c m ar am nit qeU oo- mp qu ; ace as Composes Edge Fiberglass Single Dow (InswinglOutrMill X conligureeon) Florida Department of Business & Professional Regulation Building Cods and Standards Product Approval Application Detail papa t p 1 11 feel PSlfl2256! Dade fr1)mS 1� pie no in SIT Ilwdamm Denial EOIwKiLapa OWN" Michaud EB eft fWAwm MOM Emaa Rarbbn 2017 Thermo lu Cosponsor, PJck Wright NWlonalA*bW;Bon& Ryan J. KIII P.E. 12rJVJ2017 o621/2017 17/2=17 Approved Came": EgMWr Door (419) 2118-1740 eMopamard IMaota (913) 767-ti656 SWAINewr, SWAVIng Ma arlor DOW AU M9m rla"mtkw mutant. Comoft w Medical Cwdksflm Mark or LWtg eon 9seEW.A1MUM hmm uKmm Awml Lbom boss amm &a Prodwtgod&LNumbwwliM 1Sl d,,t D,Iod,eeEmro oe In Hill ,Qu bmsim li Baaani Pawn 1 filar Gar C.rrlaquoC glm and by 60Tnequat seW$0aar Opaque sad Glueel and FagWpDow Ivan 12A2n2 11 No Yale WA e Florida D apantrnant of Business & Professional Regulaton Building Cods and Standards Product Approval Applcation Detail FUH S96 EMb min SAIdOn Meadiatiliz Damn NomonELLIN m Immmi ml RrVMN 2017 Thane-Tru Cwpsnatlpl Rok Vftht NotbnalAccta bWn & Ryan J. Kea, P-E Caseal Exlaraw Dada (410)2WI740 tM+laganrrd lesions (813)767.8l Ik"Weebel 8lvaging Eaamr DWANOVMN dclasenvblgmnmmeme. Ccapmaa l' C*nMc lm MwkwLWAg cloth flME29&M ProdLieN oaa Ra pass peradw pie Yellaaea ltalrad FEC.Aomori Annew son 12202017 ofial2017 12221=17 ApprWed Immkamm me A Less AOomudserl.s knees Oalm ElaENuandal car slame in HvHz 1LaNtlEmQlt MEN" g— b s. &gaotSmooUFSbAquat and &gnoCBeru311m k by Nand B100ppp led teased Fibegbes Doors4ai 12312m1 No Yes me WA Therms-Tna*.Gt and vMhad Sham. healing and Ouuetg Florida Department of Business & Professional Regulation Building Codes and Standards Paget ens IrM2020 Florida Department of Business & Professional Regulation Building Cods and Standards Pap I w1 +Mum+a Flalds Depardnant of Business & Professional Regulation Building Codes and Standards POP I d+ +ax+e Florida Department of Budllss & Profeskrmd Regulation Pap I of Building Codes and Standa is 1Mmis Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Applkatkn Detail yLk1sdri-6 Seek 1 2 Pills , Product Model, UMINNumber or Name SERIES 420 ALUMINUM SGD 82RIFS 420 ALUMINUM SOD ,Assurance Contract Confra1 Expiration Dal?. Product 420A ALUntonMINUM SERIES 420ALUMWUM SGD ON-OXN 127312020 14S3r4aquotx80&qud;NON-REINFORCED SERIES 420 ALUMINUM SOD OX, XO, XX IM12020 96&quot:x80&quotNON-REINFORCED. 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Number w Name 1 185 PW (717)365-3300 Manufacturers Association bsWingeramlwd.com Product Description 79 z 72 In walled Guess (717)317-6454 _., - Gua1lNAswrmca Appnovedfor Use Approved for Use mat Deaian .. caDhad Explrsllon Dale In I Outside HW Resist Pressure 04A182023 No Yes No +60/-60 t bC Euaegory: Fixed lrosayski pgtindusbies:c & Compllarloe Method: CenMcetion Mork or Listing err+ .. 9a #. o del er or Name Descrl Quality Assurance AporowdforUse AoorovedforUse iMQ,gg( lislw ontrEa tl ale In VN O tsl a N Res a e Cancer. WYldoas (941)480410D M315,2590 albCalbawy: Bugle Hung deawkepgtlnduWise.— Coapmaies MltllOb Ceftlllp6afl MarkaLlydfg Am�Lla! 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IMMM17 ta032017 latill 121`11201 Approved Cabgay: Panty Waft (330) BY2-2389 PE43409 (813) 757-6666 abWlegay: Sam m+pnpsai0able.eom CaaPSeese MOKI& EvaIMW ROW spun a Fibula RpbMed A+rdaect w a Uoeessd Fkvls PM%WMMn Enpinffr mamhLerYroml Auraved for Use Appm.tltagw Imnl palm AKI PleduKDBNododw cowla Easiness, Dow afEIHM BfWal ftoo 1 o. 9*wt2T&glmt Soft vas at Sad vbgr aea 123120M No Yes Ito WA Florida Depardrlant of Business & Professional Regulation Peas I w 1 Building Codes and Standards +Haste Product Approval Application Detail +-e N N Ca U L N Qy�y� O CV N 0 U O to O Q L O O 0 > .� Cn F= W) O .C= C^U �„CU J Florida Department of Business & Professional Regulation Pagi Florida Department of Business d Professional Regulation Pagel of t Building Codes and Standards vzaz02o Building Codes and Standards 1211=0 Product Approval Application Detail Product Approval Application Detail Cade entity or Data Date data Pandina eta Code Entity or Data Data Oats Paoli Data Iygt Version manufacturer Centel Endnaer&Llesnsm Validated By Validated submitted MAnoroval Anctroard i)IttLa Tv- Verde Version Manufacturer Conrad Endrual-&License Validated By Validated Swmmted FBCAmrowl A,—v=d Stajg R-iskin 2017 GAF Michael Stich Robert Nieminen Jahn W. Knit 1.h, PE 1271/2019 12/11/2019 12/1802019 ding FEC App. Revision 2017 TAMKO Building Products, Inc. Kent Eden Zachary R. Priest Locke Bowden P.E. 1011W2017 1W52017 102OV2017 12H22017 Approved Category: Roofing Subcategory: p ry Asphalt shlnWes Compliance Method: Evaluaton Report "in a Florid. Registered Architect or a Licensed Florida Rofesslonal Engineer fUN1H21-R2aPfuducts (800) 768-.3411 PE-59166 (954)772-6224 mstleh af.com @g Category: Rol subcategory: llntlerlayments Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer (417) 624-6644 PE-74021 (334) Will600 katn_edenWemko.com OudlNAssurenes AporovedforUs. Apaolto, Us. Imps Dealan 11it CualltvAssuranee Anerowit for Us, Aoorawdfor Use )n.act Derdan Sao # Product Model. Number or Name Frei men—hall.n Contract Emlrailon Data In HVHZ Crfai Reellist.rrt Pressure sad n product Model. Number or Name Product Description Contract Eimlratlon Data In Hi Cmsltle NUHZ Resistant Pressure. 1 GAF Asphalt Roof Shingles Fiberglass reinforced34ab, laminated, 5-tab and 121152022 No Yes NIA WA 6 No.+SUL A Etta Csaluratetlo snit Peit 1W782021 Year Yes N/A WA hipil asphalt shrngln Florida Department of Business & Professional Regulation Buliding Codes and Standards Product Approval Application Detail Page t a i lmm/s cone EmkLat Rum 2da Dab PWWIM Rik eta Ymkn SonW Yam.@[ v tBA ore FOCAmmisl Approved amet Review 2017 LV, ThM1paM, eta da Thompson Archeednral TwWCM4man Zachary It Priest Lodes sOwdM 10'1g12017 1101"W2017 101172017 12H2=17 Approved MealsCompsrry(TAMCO) (313)248.3468 PE-74021 (334)3OD-tags caseeery: Pro* W*oo ,@W "a 9-can SebCangery: Raolkg Acesma a MMam M kdscmi Ped dtla Rooap system Cow4Wm l- I - Eveiundw RoW from ■ Fkndda R,-' -ad ArrhasdmmUcemed FWbo PmbmbW Engineer FL&IM42-ra Produces goibLAwrioa AtM,,dib U- AomomoRLUM ImaW Rolm !g! Product.D000do§m Cleveland E>WFSIMDWA INKM puma BtamW Pmmm 3 TAMC0 aWJdge Rod Vat war Sao 26 ga. dffW fad vanaatorwlh inipraied beat owow 28 Ya Year NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 12W2D26 rig& mu Yledaa MUPAUUsttt ReyMbn 2017 L.V. Thompson, Inc dins Thompson Amhbcknl MWUCoitpany(TAMCO) Cs- g, 1: P40M SumCoMM: Roofing Amoseorkm tint ere an Inegral Pat d8a Rceeg seam Cenrpasrrse MetlwG Evaluation Repot from ■ Force RegisWsd Avoided or as Lkaesed Florida Pm%BWMW Engineer PLOMOM plateaus sins 4 TAMCO Round Tap IDIPRIdpe Vent with Bolas for Ted Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail EWkL9[ contm VYaWtlN Tony Ch Me Zsctary, R. PdW Locke astsOMi (ei3)240-UN PE-74021 (334)30D.IBDD twWQgw abkoofin a Palmieri II tlemle Rah Rate Cobpendlm Rik YISMma auhmslt FOCA [min Aabrmmd am larlai n Whom? 10117/2017 12112MO17 Approved amwkAm Anomodoor ms Automated for Use 1=9 Ridm P Codb"Etsmtlm Rio in tam oubw kl8mz 8lmrkm pa 28 ca. sail rod venerator with belrls 011001112028 Year Year N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fes' d' 11 12W2020 Code Befity or D e Date Date Pending Qw. Cade Entire or 111114 :Date DataPendlna .Case Tie Ve. on Manufacturer Conrad Engineer& License Validated By Validated submitted PRO Approval April Statue TV- Version Manufacturer :Conrad Enamaer&Llcens. Validated BV Validated Submitted FBCAlmroval Approved $Wi Revision 2017 Beral Roofing Anderson Robin IAPMO Uniform Evaluation Gary W. Welker 10118/2017 10/082017 10212017 App—d Revision 2017.Global Protection Products, I.I.C. Tim Robinson Wil TIM Jr., P.E. John W. Krezeylch, PE 0910G2017 08alaD17 09/11/2017 12n22017 Approved Category: Roofing (801) 380.6091 Services LLC. (205) B64-0160 Category: Shutters (954) 689.7545 PE-44167 (954) 7726224 Subcategory: Recall Tiles RobinAnderson@beral.co Subcategory-, Storm Panels tim.robinsmCgppert.can Compliance Method: Evaluation Report from a m Complitalca:Method; Evaluation Report from a Producl Evaluation Entity Florid. Registered Architect or a Licensed Florida Prdessioia Engineer "".` rt••_;" ,..' .. _, Sri N Product Model. Number "Nor, Product Description t7wIIN Assurance Contract F_Imiratlon Date AMrowdfa Use Aboriginal In HVHZ for. Use. Outside HVHZ Ig]¢mf R_sestard Desio L Pressure �'^ _ Say M Product Model. Number or Name Product D ...indon , ,.. Quality Assurance Awl for Use Contract Emlrarlon Date In HVHZ Apao a Frir Use Outside HVHZ Impact okelem Raslsant Pressure 15 ny Flat Fil- Rialto, CA 12rJlr2u2o No Yea 17 Saxony 900- Country Slate, Hartford Slate, Shake, Slate, Flat Profile- 8looden, CA 12/312020 No Yes N/A N/A 1 20 Gage Goh/.nlzed Steel Storm P.nMs/HVHZ Corrugated GaNanind Reel Storm Paretained nels 12/312020 Yes Yes Yes WA Spilt Old English Thatch or not by trial to proalde hurl protection . xo IB Sany 900- Country Slate, Shake Slate Flat Profile -Henderson, NV IZ1312020 No Yes N/A WA 19 Saxony 900-CountrySlate, Shake, Slate &amp':Split Flat Profile - Lake Wales, FL 12(312020 No Yes NIA WA Shake 20 Snony900 - Shake &amp; Slate Flat Profile- Lathrop., CA 12r312020 No Yes NIA WA i sModrem Profile - Del a es 28 Ville 900 Meet— Profile - Laker Wales, FL 121312020 No Yea N/A NIA 9! 9ml6m 2m mm immm MUKUM m[ Furv4kin 2017 nw Buk" Cortp"ner troop Inc. 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Bowden 10'1D12o17 10102017 1oH71l 12H22o l Approved Motsk Co parly (TAM00) (ate) 2403456 PE-74021 (334) NO.1800 8obC&op": Rao" ACcenoda fiat as on Nogml Pat of ft Rou" SydoM Comp- MWio& Evolusfion Repot from at Fbrlds RembNred Archbo or s LWaaed Florlde PlofaeebtW Engineer audbA� Approved for LIM Assigned for use i=W 21WM Am Pm6NL2m2ddo In HVHZ gwlkk EAti BMmW Pmrun i TAMKO Flat Top OlFPodge Voma0h Balled for Tls 28 ga. lump roafvmlYar with bMM owog2m Yas Yes WA WA Florida Department of Business & Professional Regulation t+epe l d1 Building Codes and Standards 14m10 Product Approval Application Detail PLMNBIf'm conk Eotims no Rile Dab PNOM Rik MW YftVm mwaowbm wwwrA l allamlmd PHSe ADWOVW atvs Rsvww 2017 florks Meal Producer lna CWkJanes JMwL Boom, P.E.@ MthW John RWM, 10211=17 IOMM17 1027r2017 1211=17 Approved CSYell RMag (004) 783-04W CMM EneWeedrg P.E. MibCaagay: Roofing Accusu etliM sston aWI*IWrk .— PE-31242 (861)414.1557 IhlegralPat dOre Roolkg SYMern Cow4amm Modw& Evaluation Report from ■ Fkukie RORWWW Ardwed as Licensed Fbrkb Pmknbw Ergkasr B gustlOLAsMmNu AKood#WUM Arsenal rem RiMm &aA MeetPJmML stW S E e In Hill QWINLt= Bohm Pfmmm 3 3- FLAAICO &quotRV 10 Ridge VSM6quot Aluminum Ridge Venn for Pldied mate fMldcaad 12/312020 No Yon No WA horn 0.026' Avineri Florida Department of Business & Professional Regulation Pagel d1 Building Codes and Standards IM202D Product Approval Application Detail i`c4$y. ErdIN or Rt(e gil(g Date Pendlna gee rye Va o Manufacturer Centel Engineer& License Validated By validated Submitted FaCApproval Approve ad Revision 2017 Al Amencan Shutters and Glass Mike Barbieri Fronk L. Bernard., RE Troy Bishop, P.E. 10/182018 10/182018 102320la 12r11/2018 Approved Category: Shutters (561)712.9882 PE-CO46549 (954)947-0880 Subcategory: Stone Panels mikebQ.1lamer carmi vote Complance, Method: Evaluation Report from a rs.cvn Fiord. Registered Architect or a Licensed Florida Professional Engineer `'iin R �ducts - Sea If Product Model. Number or Name -Ilia ...v Product Description Contract Elmlrallon Date AMrowdfor Usa In HVHZ Aoaoead for Us, outside HVIJ Imgi4[ Resistant 1r9.i19D Pressure 1 24ga Galvanized Steel Starts Pen els. 24ga Gall —Laid! 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