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HomeMy WebLinkAbout3101 Lytton Hall Drry A. L0 0 N ALL W0RK SHA► , ,Y WITH NAT+DC 5+ P� CN - 1 ' C � REVAILING � , Lsr� ' "" ►C ;, HAND THE C;"r�- ''�` ` .,d �1 a OROINANCES .} 6 . a " r+LLv7 5 REVIEW DATE ��" ���`' 2 9 pUlQ CITY OF HILL PLAN EXAMI ER — 00000000 FE FD-1 Di❑ DE01:1 [71 1:1 El FE71 E I FE7 E: 1 [:1 1E]EAE11 FD-]F=l❑ ❑ ❑ ❑ INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU orA.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling COF Concrete Masonry Unit CF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Eac ELEC or Elec. Elect 'cal ELEV or Elev. Elevat n EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Mr. Finished Floor FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FIR DR French Door FRT Front FT or Ft. Foot/Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.G. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu of ILO or Insul. Insulation INT or Int. Interior KIWALL or KNVaII Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LF L.F.Lay. Lavatory LF or LLinear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Red. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM orRm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SO or or SF or S.F. Square Foot (feet) SQ or Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WOW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL orV.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.G. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP WaterProof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D 1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES PLAN 1 REVISIONS V DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 08-20-1 5 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG . CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. Notice to Builder &All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. 1 941 .i VA O Cs tt',rfr yap Eyi 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. U) F 0E co N (p pp Q 0 0 0 Im C"N N' (0N J LL m U- G p?�°'a tll �U - J w w a a �j M LL Lt ° Waco z aC/) 0 W 0 O W @ O r 0 m m ° o m O On W coE co UCj z N Q m Z o U z 0 V ❑01�❑ W V M z N O N " � z N z cn = 0 tr6 w $ U � O w � to E o ti— U 0° w E o a:8 U o ¢ N 0 • oCO M � w Z � o _� � Qo ® oa Fes— N — E 0 o< D C) 01 0` N i .o ¢o �w fo co Z2 o 0Cn mO O LL to J 'S F 0 O � 2 Z O U LL n p WJ W Q 2 U y ¢ O �Z r J o Z w¢ U 0 > ° V z ¢ a 0U ?i �N 0 = d: J L � m n' W � ' T .� LO r 0 'O^^ tiJ CL m rLo d• •� �± O N �"— T r O ,^ il) m T �i , �— � T" iri N p Z Z c E O ,— c Q. U 0 -0 p a) JOB NO: 20-1125 SCALE : AS NOTED SHEET NO. C S V, O A 0 25-SH 25- H.B S3 EGRESS EGRESS PAD 3 TYP @ 1- STORY oD �\ { ML<t \OP L00 21'-2" :0 '� O - N 16" DEEP Pj ANTF :EW uj F TC-G.� 68 r T-2" 10'-4" 10'-42" 00 2,-4, FIBER GLASS SURROUND . t, j B - U) ! cr 5' 32.. I I 11'-0° RANGE': ■ - CV V UL . CLG. .347 un o O0 \� 00CAFE I, o `n VAULT. CLG. �� PATIO CARPET o 4.0 11'-7$'I cv p N J Q �� I b �= I BEDROOM -- !- 8-0 CLG. OPT. CARPET REF. I ( 5068 B.F. BEDROOM 3 8'-0" CLG. 2 CARPET o co 5' 4" I 2„ r I 'T ' 8=" C G. - ILE o = w cn� z I N �n6n - `b - 14'-6" I 5'- I BEDROOM 4 8-0 CLG. I CARPET 4068 B.F. 7'-6" �W A 'Sc "'w - 0 SI Kw/ ISP - -1 D.W. l o o 1 I DO L ____________ C------------] b T - - -- ------------------- I 1 - 6'-10" 4'-78'-8" 1 ^ N 1 1 23'-8" - -------R&S1.0 ------ N �� 2668 M r 2668 7 Imo- - N _N � - - - - - - - - - - - - R&S HDR AT T-4" 10'-10" 3'-10" T-8' s I -4' ' 6" tO OM S3 TYP @ 1 STORY - 2:12 VAULTED CLG. I ~� in FAMILY RM 9'-4" CLG. 1 CARPET 1 I M-100 Cfl 4'-0" 1 I TTE- ERG (3) 2x4 #2 SPF w/ SURROUND DTT2Z @BASE N M a 2 68 I R.A.G. � AHU T SS00 60"46" SHOWER �; (3) 2x4 #2 SPF w/ K DTT2Z @ BASE S3 �- C� cn-i IIN cell I1x ¢ I 1OPT. Il L. � K a) S3 r EDGE OF SLAB 2" BEYOND WALL 20'-1 A O 9'-4' CL 3068 CC D S3 S3 -- I I NOTE: FINISHED I I WALLS TO BE FLUSH. VERIFY IN FIELD. III I O IIIII ON o I O I j i > I I X I I � I i ENTRY 8'-0" CLG.LO o o T I HI 15i 5'-18 ;t 1 - OP °' SA I IIIII I I I I - C.0 '- 86- „ CL G. • N LE I _ D TP. I CD G 17'-8" _ -- R&S - -- - - - - -- HANS N BOX @ 36" A.F.F. ZI DRYER VENT THRU ROOF 2668 76-8" 5'-31" 1' 82 3' 10" -1 T-0" a) OMW COO- W - T I OWNER'S SUITE =n 8'-0" CLG. B 5o CARPET : D 6aa W.I.C. - 8'-0" CLG. CARPET ' 0a I CD ' °` I I 2 CAR GARAGE 8'-0"CLG. 2'-6" BUILDER TO PROVIDE APPLIANCE W.H. PROTECTION N WHEN REQUIRED PER FBC I I I I I I I I I I I I I L T-_------OP I I I I I I K TYP @ GARAGE S4 OPENING RATH '-0' CL . 11 5-SH m 6"DPr 0 __ ---- R&S ---- HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 j X 25 j S.H. 13 20 X 38 � 18 J X 371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 g X 62 j S.H. 16 20 X 72 18 j X 71 j S.H. 1 H2 27 1/4 X 26 26 X 25 j S.H. 1 H3 27 1/4 X 38 j 26 x 37 1 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 1 H5 27 X 63 26 X 62 1/2 S.H. I H6 27 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 X 38 36 7 X 37 24 37 J X 50 i 36 4 X 50 S.H. 25 37 JJ X 63 36 J X 62 112 S.H. 26 37 J X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. 32 54 X 26 52 � X 25 � S.H. 33 54 X 38 j 52 j X 37 j S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 i S.H. 36 54 X 72 52 4 X 71 # S.H. 30X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 112" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter 102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -30.8 rB +29.7 / -39.2 © +28.3 / -30.8 �D +28.3 / -36.4 OE +26.6 i -28.0 OF +26.6 / -32.2 GO SSN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND I! MOVIE= TYP. 2x FRAME WALL A H.BJ BEARING WALL S3 INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY"ARE FLOOR SYSTEM SUPPORTING ONLY AND 56-10" 8'-6" REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM 30, 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 CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV-Al EXT FRAME 2 x 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: Y4rr=16-0° (GARAGE / LIVING) r f' xi,llN1111 ! ! fill/ 11 ��'��® °,�► 4 L SE� ••.• o ! 1� • ,�� O �� � of ��O 4 4 mry3l0 •• u •�! To the best of the Engineer's knowledge, Information and belief, the structural plans and specfications 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. E OD a N � N it v (v) N M L Wa a M a y ILL C',S W a 0 d �)ii 52 s it w Z13% a�� of 0 a) 0_jo m CU =) W 2Emrn �o °¢-0 Z rn�Np Kprnx NaMzQ v0 w ° U ❑❑❑❑ M z N g m � N z o � J M d N V) M z o v CD �Ua Vi Cd W � a W t�, o V) �N ZD0 o (� MINE! 6- U ro W $ = ® • o C)0 c 6n Q � o o 10 �w M o z � LL ce E W } N z o Q m O Fz Z oa t- ru �o X 0 08 o E N a< z ¢o Q O� dz Xww � L � C O y U " O .0 O 2 oW z (n Q W rn 3 z go a Q- oQ ¢ az c� � LLo ~3 _0 o w� >° a v 0 �N = J m T' LO r( T_ ,..� > O C L CD in .� _ `� O O LO v, 2 r- N r LoT C) T_ 1 o N Z z EO E cn 0- r- ca a. v ¢ o JOB NO: 20-1125 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w FF MEDICINE CABINET 00 Oz 0z o> N> co (V co co It ce) KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER rt-- O N FIN. FLR. KITCHEN P 0 0 (V 0 OPT. REF. KITCHEN MIRROR N Ir o 0 , 00 0 M OWNER'S BATH BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD %Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. X TOWEL BAR nW. ON BATHROOM WALL SHWR. o 0_ VALVES W o 00 = r SOAP co 00 o DISH U r o `O o _ r co M � TUB OWNER'S BATH 0 F- 0 co INTERIOR ELEVATIONS 42" H UPPER CABINETS ---� 36" H UPPER CABINETS -- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP ------------ , 30 H BASE 0 00 LO a 0 2x T a in °0 FRAMING r r T 1 /2" GYP C0 BOARD — T FIN. FLR. 2x P.T. CABINETS - 1'-2" '-o 0 0 � T CV CV CV FIN. FLR.. Ll SCALE: 1 /2"= V-0" III BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=V-0" 1 t° G�AN' .��z0 W N � C. �G jt'6 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. g v w Co �Nf 0) cc9 NJ J M N Co u_ W 0 N :L. m N J ft i11 t1J LLt LL ao N vim �viM w Lu Z N W NwO gg m 0 0° M m W UM 0�co Earn ¢oa Z N Q M Z 6 0 5 H J < Z 0 U ❑❑❑❑ W v �CP z N o m z a Cll z M � N - M � vNz - V W O oQ V w� _o ® U m w m F E o $ = U o Cn 4 ® • ® o 01 �� O C W CS] CO z 2 oS Z Z < U- (6 E zo o o > o N Q O E z z® 0o �o X U 0� o� No o Qo wZ rn= o181 U mo Z MW 0)J a z ao 0 oa LL N W - o w� w� �° V z ¢ a � 3 �N .s = ` > d- J c cc c� •> U T 00. > O Q U L n ii O m — C o O r •� LO LO T ci Co � T M ` iri N o Z Z EO r a U ¢ p JOB NO: 20-1125 SCALE : AS NOTED SHEET NO. 2 M FRONT ELEVATION - Al 14'-0" RIDGE VENT 12 15 16-0" RIDGE VENT 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. 12 ----------------------- 3 TAB SHINGLES. ROOF -- — — — INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — a— — — 1'-0° - TEXTURED — CEMENTICIOUS 2c0" FINISH ON C.M.U. TEXTURED (TYP.) CEMENTICIOUS FINISH ON C.M.U. (TYP.) LEFT ELEVATION - Al r1 =1'-Orr f rv. r 3 .xs K� _yi • u Cl Iq r .i� e •i `� F 3 pi rft?)jl��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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W v � 8 � ® O C:)O cm i9. J J M N n a COLL LL (A =L—J LL_aa N Q m w aim `o aww� mLL 4 Z 13..+ > 0 -a � o� C) m a) o 0 0 W i N r m m J .@ arm m <o°¢� W Z LL 2Ec' . a 2� Ln N Q coZ I U 0 J Z ° ❑ F1 I W MM M N O O N O Q v d N - «� W p n n Q 0LU V E lii o r � m a. rn 2 E O 8 .. gg Su w � ct Q rn m ® ® �t O cD J w M M ¢ zo z z¢ LL Q O Z O W QO "'z >> N Z Z" oa ro O E K O O¢ O U �< az O ¢ z <o �� a; L_ ro vy o m� O z J 2z N N ¢m o� z aZ RON r-L_ W wF U �0 ~ oZ � w =3 U' � O a x t0 4' z¢ �' OU3 0 ` J N ^L1 W cD r— ... Ltd T > C:) Q/� L Q0 m to O J O Ln T 1— 04 1"^ r 1 Lo T r, m m w T M r iri N o Z z :3 E Q m r co c CU FL E U Q p � JOB NO : 20-1125 SCALE : AS NOTED SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. _ + HDR HGT. 6" FASCIA (T'P) o TEXTURED ace bo CEMENTICIOUS r FINISH ON C.M.U. to (TYP.) F.FL. -10"__ 6-0" 15'-0" RIDGE VENT 12 5[::� —EXTENDED OVERHANG TI BE CENTEREC ON DOOR 12 5" 4' OFFRIDGE VENT 12 zz 5 --------- — 11-011 REAR ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1 /4"= V-0" T.O.M. HDR HGT. 0 bo co ED F.FL. 12 �5 RIGHT ELEVATION - Al SCALE: 1 /4"= V-0" M1 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 wi ndow/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. t' 1 1 !litll CNJ °S1 a '?OFESSI®; \\\ RIlEliltll 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 00 Q 's V 104 O JON^N 4t V�,% 10i M 0) 'OJ uJW 7LL—uao. Q y M S w C W > �LL Sz d a. W Y Z -rn°' 0 = g W Co ago W m o ❑ 'morr---�O co IL LLZ ¢o co ��NO a0 NQMZZ Z �d ❑ CIE] ❑ W V M � Z N O � O QNQ O Q z v —J (7 d N m o �W °U C ', Y 0 t!I W o f6 �- U `n a w � f a Eaim ms _ zl� co ® Q Q 0 CLj 0 w M J zo0 z z � E o Q oZ® E No 00 o E 0 ao 01 �Z C:)ao ¢ Ww L Cn c Z U '0 zZ Z U)"m 0< aw EZ 30 W LLa az ~Z U& W 10 AJ O w� -< o~ > a o � Z ¢ U E J 2 N ^L1 W O r r 0 U FJ n c TW = O V ■� +�j 0) J TO T Cn T N T r yLO o r- N m r Cy') ( i6 CV Z Z c E 0 w '— c`o a 0 � ¢ o W JOB NO: 20-1125 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12' CAP CAP 2„ 2" *NOTE: ® 1„ iv 1" RADIUS C"' N FOAM TO BE USED ONLY WHEN 31/2" RADIUS 1/2" RADIUS 7 REQUIRED BY �,N iv = SPECSCOMM. IF NOT, ^ N 1'-5-" Ma e1 3/4" RADIUS a a MIS 1" 2" OPENING VARIES 2" 2" 17,.) DETAIL TO BE BUILT W/ STUCCO. 1/2" RADIUS iv EDGE OF 1„ 4„ VARIES Ma SIN 1'-0" 1- OPENING VARIES _ 0 1„ VARIES 12 VARIES N 11_0„ 1„ 1 1/2" RADIUS r 4i,, 2„ 4„ 4„ 2 = '„ 3„ 2 1/2" RADIUS 34 a r ,= )�_ � 7V`� - c�� rmly O = _ C'q IN eMid ��. rI�N CO if VARIES 13 32' 11" 32 cv T 3" 2" 2, 19 1„ 1" BASE BASE .,.. 1''8" 3„ 4 • o N 4,�' CD N —('4Ir 11„ p 2 *NOTE: VARIES 8" 2" FOAM TO BE USED 3„ 1' ONLY WHEN REQUIRED BY �+ -6" COMMUNITY _ 1" SPECS, IF NOT, 1" OPENING VARIES 2" �'N i" j DETAIL TO BE 2„ 2" BUILT W/ STUCCO: 24' • EDGE OF � ' OPENING g r1i rM - 011 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, 9 the structural plans and specifications contained within these 3 iV drawings comply with the 2017 Florida Building Code - o I I 10" rm Residential 6th Edition. Engineer's signature and seal is only for =J 10„ 6„ --•— the structural engineering portions of the drawing pages bearing Engineer's signature and seal. (V 2q" W m 4 ID 1�-00 em N p WA D7 Q O IN9t `- OOO M (0 M N N N 'n m� LL 62 W q d 00 0 3„ W W �0�� <mq 0 4 6" - (n CA W o e CO Q¢ o U 2„ 4„ 3„ _ _ 2" 2" N lY N W ._ `- O K to S Nt'V ; M z N Q co Z V� o I W ❑❑❑❑ N - J 1-1/2" THICK" ca m 0 24 cN 2'-4" 4„ 51n 51" 2 12 �I gamma 5a1" 1-4„ 3„ „ d M oW0 N to U' LL SIN.174 iN O TI M C/7 0 a" 1" 1' o VARIES VARIES �O ,,, I` N o V) N 2 I— o _�J m '1n LU o W = f— 4 E "o� z 8 = -0I VARIES VARIES ® Q • 0 �m 4„ 8„ W �o 32" QQ' M 6 4" KEYSTONE F11 0 KEYSTONE F11 CO tLo ao OPTIONAL OPTIONAL cd o - z o E U wo oa N xci �o Q¢ Od io i R6 `° Q 2' 44 , c° R4a 3" N < z w Z r0 O J -{— 4" GARAGE DR. OPENING 4" 3 4" WINDOW OPENING 4" :37,, ' L <. .0 IT E "' NOTE: o > z (r� _ Q N J2�- IN 1 N Oi� OZi- • INSTALL OVER STONE, TYP. J " " in w m z o` • FIN. TO HAVE TRADITIONAL 33 VARIES LOOK & SMOOTH FINISH 5 o on g0 ID � �z ' • FOAM/ EPS MATERIAL IS , w , 3 a� t�NJ Q0 o ACCEPTED 931 o ¢� >� M U NOTE: c InFIN. TO HAVE TRADITIONAL LOOK & t s, 1 1 , 2'-V 1'-4" o N SMOOTH FINISH 14, 1 64 14 12' 8 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54 1 -12 54 > J ai y T-8" 7 iv L m a4" 3'_0„ 4" Q W C7 i1 101,1'-4" 10" o �' ' T T ■L0 N o 00 _ d.CD 0 J Y CV - U C.0 C0 N NaVVwF ■ — _� 0 LO N 0)_ LfT w M f o E iri cV o0 0 CY) COz E 0 T7 Co o N ¢ o � JOB NO: 20-1125 1„ - 12, SCALE : AS NOTED SHEET NO. GENERAL NOTES: In • 1.5 LBS DENSITY STYROFOAM _ r POLYCOAT (HARD COAT) F1 • ACRYLIC SAND FINISH ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET 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 �24 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE POWER CO. INTERSY; BON TERMINATIOIS NEC 14, 250.94--/ 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. upper to lights & outlets upper to 20 amp ckts copper to WH copper to Dryer 2 Alu Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. WIP GFI DISC. H. DEDICATED RECEPTACLE FOR MICROWAVE RANGE ur%nn or=o crn=r+e O EXHAUST FAN I W.H. VERIFY LOCATION GFI _ _ _ _ _ _ _ _ _ _ J ELECTRICAL PANEL tO, ,, J EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) RECEPT. CH CHIMES (OPTIONAL) FOR ALARM VERIFY METER Pe PUSH BUTTON SWITCH (OPTIONAL) SYSTEM LOCATION WITH BUILDER 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) Tq TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60"A.F.F. 0 THERMOSTAT 09 ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT ELECTRICAL PLAN - ELEV-Al SCALE: %4"=V-0" S 0 0 N 1 N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F lit8 coEto - 8 0� a 0 R O; N J J Q N oMrna .5L-j _0 *t W w tLLLaa vi Q Z '6. S C1Lu LL 52 W fd gf d a Y --': D0 W00 W C N 'm o r` ca �p ❑ a 0 W Z I IL 2 E°'rn v� N o NQMZ .j ❑ 5 O=_ Z ° d C� F- � ❑1:100 W z N o z " Q M - M z a LL •O 0 W � p a — 'm to W P o �N c) U -m w m wiT E 0 g = U o y m Sm o J w co coz o Z z � Ui cd E t7 E zo o o >>N < N Z a V Co '0 X U 10 a, U00v 0 ° N t6 L ado ¢p wz K� w% to in o m� o o� Z ZNUDMoo J QW vo 2 a ° z � U $� ChCD o � >° o CO a Ct Z < 0 3 .� N J > d' m ^, W � r .� Ln T .-. > O U 0 m � � O ■ O /� L / O Tr N r .L. LO T I� E A � T C7 f iri N 0 Z tu Z E O r is a E ci _j ¢ o JOB NO: 20-1125 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - Al (TRA) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQINof SQINof Ventilators ventilation soffit ventilation vented be provided . . Ventilation . . Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 29,00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) "NOTE — GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED, RESIDENTIAL. ROOF PLAN - ELEV-Al_ General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. 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 fi ,q hi '> rl 0 W11/ /yam '.•R e�V ii V N R hr C� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. v O Q CDM CD M co co - 4 N it Q y M r- N W-' do N M -Np # LLt W H M 4 �ciu Lil � y as �O 0�°gam Z -1U)lot, m W c6 O r �E°'O' tea° Z N Q m ZLL ILW _0 ¢ c� F2 < Z d ❑ r- W N t? z ec � M tZ N M t0 N^ Z O w V' 0 w o p 1� V) o to �2 o � m w m Nis 2 m 0 o N C co I < • O CO w Cl) Z 0 z z < U_ Q O Z w O y ry Z 0 cu U i_ ro ¢ a0 00 o 0 O E O N Itw o ¢ Z 0 ¢ a W Z r •� r6 U) C e Z ¢ =Y m F.O O Z, N 4 w � O ? M_ ? O0W OLL � K U NZ k ONW 2� O w" O zi 0 NO 0 CV = > d' J L 0 ' r .� Ln r > CO m 1— _ �- o � •— o LO M N r r o r- m � r N N z Z E O 2 T E cc C a U � Q p _J JOB NO: 20-1125 SCALE : AS NOTED SHEET NO. 5 E 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 65'-0" WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON 5'-4" 1'-95" T-2$" 5'-0" 5'-0" 5'-10" T-10" 6'-0" 6'-0" T-10" 2'-1064 5'-116a 5'-0' 5'-4" REINF. SEE PLAN. FOUNDATION PLAN w z w rn H.B. TT NPO@ 1 STORY S3 ■ ■ ■ ■ ■ ■ ■ .■ ■ ■ ■ ..... .......... --------- ■ ■ ■ ■ ...................... r �— 0". O , 16 \ 0 011 ■ IF -3 1 /2" \ 50 - SINK / DISP ----- ' u> 4I \� (( :: o III ��, A i o L \ I .W-. I \�\ v S3 L_ — — CHASE TD \� \\ti \ - II _D — —_ OIS - -—- = - - ; 0 TYP @1L=-- STORY U.N.O. STEPS AS ■ PROVIDE 1 Y" RECESS \ \ CJ L - - - - - - - - - - - - CJ OPT. -r- e 1 CJ, ; CJ - I I I ■ REQUIRED I FOR SGD. REFER TO \ \ REF ::: '.: : : ::.' :: 10'-104" I PER FIELD MASON`S SLOPE FOR \� KITCHEN ISLAND I CONDITIONS WIDTH \I� \ LOW WALLS 4'-0" I \ \ 16'-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 \ \ I TOP O PAVER T BE 4" ■ 2 #5 REBAR () HOOKED FTG. DOWELS 5" EMBED \ \ 0'-01" ( ■ 4'-0" 4'-4" 4'-6" SLOPE VERTICALS w/ in FIN. FLI W/ 25" EXT. ABOVE SLAB "GRADE 40 \ \ HVAC CHASE BELOW FIN. FLR. \ \ BASED ON ( STEEL FILLED CELL \ PROVIDE %2' x 9" \ LOCATION I \ RECESS FOR FRT. POOR co I L cr o \ I \ \ 2'-6"x2'-6"X1'-O" FTG r� \ \ 25'-101 s„ \ \ 9'-512s � W/ (3) #5 E.W. 4'-4" in q orn \ \ . .... ... . . ........ .------- —}—I- - - - -I� ■ o TT. '\ \ (2) #5 REBAR 00 TYP @ 1 STORY 53 I S3 CC I U.N.O. S3 VERTICALS / in I I ri I AHU I FILLED CELL „ ,_ „ _ , N = 2'-6 x2 6 X1 0 FTG : ' n 3'-5" 7 1 2'-6" x 2'-6" x 1'-0„ W/ (3) #5'S E.W. (2) #5 REBAR VERTICALS w/ in SLOPE r W/ (3) #5 E.W. G : �� -3 1/2" S3 I I OPT. D I I o PT. M FILLED CELL — -� 4,� 5'-3" V-10„ 3,_6„ I 0 I Ln I 6 �: Ch OCN ■ — CJ cJ — CJ CD 3-1/2" MIN 3000 PSI CONC. I ' T-71" T-10" 1'-I': EDGE OF SLAB 2" r T SLAB FOR HERNANDO BEYOND WALL COUNTY ONLY 3-1/2" MIN 2500 PSI CONIC A" � S3 o S3 10 I SLAB OVER 6 MIL VISQUEEN I , : .- I L VAPOR BARRIER N 35'4' 20'-6" A.■' BUILDER TO 0'-0" PROVIDE I (2) #5 REBAR I ' APPLIANCE VERTICALS w/ in 4'-0" 12'-l" ' PROTECTION FILLED CELL WHEN REQUIRED � L-•---------+- ° 0 '•-- PER FBC _._.— -- ------J-' — -- •f--- --------I 5'- A S3 TYP @ 1 STORY U.N.O. H- 011 H.B. . T-1 FOUNDATION PLAN MONO - ELEV-Al SCALE: %4"=1'-0" CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 CONTINUOUS REINF, SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 4t w > T •• C �4L b -j r J C CQ�1 q.� � ,r `' FItfft 44 !!44 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 - ResidenNal 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. WE oo�� oef{ Q 0009 - N ti N co LL LL ILL a (L W CI) 04 w� N a a �Lu C'iL -(LQ0 Z acne 0x le W° m a o m O 0 2E°'O' W Z M o <oN N aMQ ° IL LL a °d ❑❑❑❑ W N MQ �so z o a _ M U) z� tJ1 VJ D 4--J =n Y f6 W n � n 'T� • U 0 N irr Ln o U 0° au all_ T o i i _ U o � • ¢ � o o c.0 �w M M z O Z z 4 � ce E Z O s > N z® E (j ? O a ca o' O Q o o U O K zzc=::> E R L z o G wz ¢� w UCY Z 0 oLL iz J ¢' gw N a ° fl_ o� a z N z U 3 W �o O yLL 6i =3 v z�a ¢ s 3 �N 0 = J L � m ICU 0 .� Ln T �.� > O m co -17 ..� J Q LO 2 r N T o T Lo N m >+ 3 T <a CV Z z E O v r E m a 0 _°, ¢ o -j JOB NO: 20-1125 SCALE : AS NOTED SHEET NO. 6 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 -1 Od x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 1 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 1Old x 1 1/2% 8-1 Od H HTT4 3610 3105 5/8" ANCH. /(18)10dx1-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 1 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 31/2" HUS28 2950/5090 - - 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 -10d x 1 1/2" MTW16 1195 1005 14-1 Od 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) 5l8" ATR w/ 12" EMBED wl SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 1 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SPi 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-1 Od x 1 1/2" HHCP2 680 570 20)1Od x 1-112" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8.8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 61 *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS (A) OR 2 PLY :ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4"=1'-0" j nj r � L �4�1@1;�1961�888 `, r C �\ ` FLO 'y0FESSIO'll ` 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 -It S 000'0 0 N pP- i U c, # # 00 0 J J 01-N r :-,, u- u- N 7�°'�zz U-LLa°W- N M 5 W Vj Q > m� 52 d Lou Y 13ei a �(nOT ��° o W 0 0 v'Fq 0 0 g W gE&rn j0D N Q m Z 0 U E 06 Z ❑00❑ W M N Q _ � o � N V �C J M O_ N M o 4J /-{[J CJJ c lJ L lJ O ,O o¢ ,U V o o � � u m W E 0 aI� S o� U c Q • — 0' w m o CID ffi Cl) Cl)o � id U- �D O �o Q O E V F- �� Z ❑a io O V O¢ d p i z N L N �o ¢ wz ¢� rp C O m g O Zu o QW �z 0 O Q O� a mw of _� o w;� >Ox zi 0 - �N 0 = nL, W 0 ' T .� LO r .-. > O C m ca = d- o r � � r. d' ■— o LO O) N = �— r o Lo ai m w M \ � T W N o Z z E O V r E cc JOB NO: 20-1125 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'4' and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 81`441B/1T8F401B/1T 8RF40OB/1T 8F3218/1T ® © ® 8 i FORM & GROUT SOLID (V O r W r r V 0 J5 BAR CONT. 8F12-1 B/1 T "V" LINTEL DETAIL SCALE = N.T.S. I s I Yt'C UCJIIaIV/HI IUIN #5REBAR IN. ATTOP (1) Ri ALTERNATE POWERS F = FILLED WITH GROUT /U=UNFILLED R RECESSED CL AR STEEL LINTEL n ° QTY. OF #5 6 d REBAR @ BOTTOM ° OF LINTEL CAVITY = d ` M,U, #5 REBAR AT TOP ° W d° d MIN. (1) RECI'D 4 1-1/2" CLEAR 8F16— B/1T a M a d d G 00 0 GROUT D r < ^ J O Q QUANTITY OF tNOMINAL.° 5 REBAR AT a = D 1-- j ° 4 C.M.U. - Q WIDTH #5 REBAR AT < O BOTTOM OF a a) z F w 0 TOP ° LINTEL CAVITY w U) NOMINAL -BOTTOM o Er d 01- HEIGHT REINFORCING Z ¢ Q d M Zi 7-5l8"ACTUAL PROVIDED IN z LL W D D 8" NOMINAL WIDTFF LINTEL 60 w 30 a p a #5 REBAR AT BOTTO AS INDICATED (VARIES) U) rn oC a ° ° MATERIALS-16 GAUGE POWERS cntels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C= 30 psi POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3!8" aggregate and and 8"" ttslump. 11" slump. 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 A61Grade 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. low relaxation. Refer to manufacturer's specifications. 132 wire per ASTM 7/3 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. 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 cementitiuos 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-0r' G y`�1�`���1111111111111/p� 0 wN ��' NSE ' •. Q -^ 0, , 1, U ! q • F IL 0•' '� ` 7/I,��QF E S ,Zi ltllNli `"NX To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q O v (a m O 9 N <p rp'p co CON N � N it J J � N LLLL --r # w W W W C o W o? 6- a ai°c'i: w vi cr Q ago C) c Z .N, 2 O m 00 2 Z °) N p< N Q to 0 y 2 0 < Z U ❑�0❑ W m z � o m Z n Z J M d N M U) m 1W L w o •O C E 0. m �N =(10 1w. U w � 0 8 = U Q o 4m o w co o z U_ zo 0o � ?o a� 44F� Q� E U �� z® ❑a Q oa " °< Z O M N a) �z .o aw U4 y (D < Z m O Z � � J i72 N_ d 0� g° a Z N W 3 U a& r �� -s CDo z }= 3 CIOO CD ui zIQ a U O CN = ` > d' J L N cc c� r T O �L U n C" `� TW C V V � TT^ ■ r L _I T N T_ r o T U') ui m >. T y CV o z Z E O U) r E m d U � Q p 1 -3 JOB NO: 20-1125 SCALE : AS NOTED SHEET NO. 8 M R i NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE, 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW 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 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 I R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4, NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1. 3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWING ARE T BE SIGNED AND SEALED BY A 00 A 00 USS S 0 FLA. RE . PE. A HALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND G AND C 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/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed, (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2,4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1, 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20", 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-kP CONCRETE EXPOSED TO EXTERIOR: 2„ C-1-P CONCRETE NOT EXPOSED: 11 „ GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA, 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4,4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BYAN 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 trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - Concrete ouerpot�r and mortar along the foundation perimeter must be removed be ore exterior sol 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 T-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 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE /". 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. -�� _11 411 Ilk, T� � J .• t V ; O �0 r' h A pia EL0 l>'•,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 W F Q000 Co a Co ocoS N C C', m (p J N a) Lo W LL LL 0 ti7 .� M� N .J U W r; ° LL LL o- a LL 0 C W co 2 o _ W O O m 0�m m m 0 W IL 2 mR'� C: a _ 4 Z C- N o N Q M Z O z °U D1oo W z� 0 a 0 co z S C v J M N dU) tJ11 _ M m z LL 'u Vi Y w g o a OLu o N c o .V(0 win U °' w c o g i c a°'i Q o o c I w Z m M z o J LL cd- E O8 z O oo o ZN E (B ~ � Q= �o O ¢ �� Uo no oa o � CVIT ¢z w o ww o w. 'm o Z z i aw z Wo U W Q1 `! O ¢ W a ww o Lw m� �o cc) za a 0 =NWE _ L � rn m n, W � O > T .� LO T- �•-� > C) �o � me O U-) T ni m w T- M \ y 04 o Z z E O E r a U Q p JOB NO: 20-1125 SCALE : AS NOTED SHEET NO. SN CORNER OF HOME — GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE cy, zo +++ 15/32" CDX m 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. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0,280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 21NCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0° + 6'-0'1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8' 5000s 1.811.7 wood panels Two 3/4" wood panels or 2 x _ 1-118" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x lumber DOUBLE JOIST CONSTW.1� (Not required if both load Filler bl1/8" gap FILL CELL cn w EE > STD:90° CONT. #5 HOOK BAR STD, 900 HOOK BOND BEAM CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min.) Small gap 2" min. 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. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2.8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 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 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when Indicated or OF THE JOIST ASA REQUIRED LEAVING %" GAP TOP sides b 6". Hangers with side nailing. @ Y - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth guts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack *Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker '� lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H H C G 0 0 0 5'-011 a - 0 STUB -OUT FOR 1'-0" o LO GAS METER 0 1 0 c CI U O F (V o • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-81, (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 i 2" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / \ (2x4 minimum) !�jj Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 pif max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer Load bearing walls 7 when load bearing for lateral support when joists / meet over wall, or wall stacks directly over wall or SIMPSC w/ (22) NAILS T 5/8" Q THRU BOLT SIMPSC w/(22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls Od nails SECTION" INT. BRG. WALL require additional consideration.- N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) IRA Alk ROUND HOLE MAY 611 611 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 1y" 1 Any 16" joist 112 1 1'-0" 1 I'A ".1 1'-2" 1 1,_2.1 V-3" I V-9" 12'-4- 1 2"-11'" 1 3-7" 1 4'-2"" 1 4-9" 1 5'-4" 1 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 SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. A A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -111=1 I I- TTi Nail with 10-10d nails. — Install tight to top flange. a SLEEVE THRU STEM °. SEE PLAN FOR---'°• • • FOUNDATION INFO STEM FOUNDATION J, r GRADE nrrKlc ecn nl nnr \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top/0.6 required if hanger flange is laterally supported by joist hangedoesn't meet height requirements X Joist o depth I —JOISTS BUCKETS N.T.S. r-v� �nr1oE 1r r v%l 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. JOA LOCATION OF SECOND H10A SIMPSON (WHEN w/ (18) 10dREQUIRED) NAILS UPLIFT =1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION q e 4 z • a .. d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE 4 G d d °' 4 I I=1 I I=1 =1 ° . • = I=1 d i- T V d �i c• �II 1 P- a SEE FND. PLN. SIZE & REINF. f r;. l x ,f t � 3 4 �N���� "� UA 0. A� ,� F �0 •a. "//Zffa O F g SIO f�fi'if jl'id! 1lFE4t�\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a004£ 8 ' �8 co pip • � � � 5 M N ti N-� N it Tk J J LL LL M ���� �,oW o a a; iL: 0 0.29 as z0❑ Z 6 m W C N 2 Ec'0, m ° o W CLLL CN �❑ a 0 ­ < co � � o _ t o o 0 Z d N �/ I z � � o lL (11MN =n Y W �- n V a OQ) rl, V) O to o c� m 0 88 u ... I 0 x. 93 ¢ 8 ti w low M M ¢ zo Z U__ c E OO E Q = Z. 20 oa m to ~C1 o E o< as =o N r0 L woo ¢o az �w sue.. N�fu - �o iiig O oLL oneca w oa <w Z o a ���rrr w LL v w >� C:) to t0 z ¢ a 1.) 0 2 CV _ Lo d: J L ai /I W m 0 r '— Ln T-- > O CD 0 0 70 J T_ L0 0 ,— CV r T 1 �— o LOT N m 51M \ � �— N CAI 0 z z E (Dr E .a m EL 6 U Q 0 JOB NO : 20-1125 SCALE : AS NOTED SHEET NO. SN 1 t 3 r: 3 E3 N J N i 7/)- 7v17 7/17 7-2 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF „ „ TRUSS BOTTOM CHORD OR 2x4 #2 SPF HIGH STRENGTH 1(OR (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS //2 BLOCKING @ 12" O.C, w/ (2)12d TOE NAILS (U.O.} GYP. TYPE X @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) . EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @ MID xf� (12)10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. - --- J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". SHEATHING REQ'D. FOR ALL (1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 3/8"MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) „ 2x P.T. PLATE 1i4" DIA. X 31/4" TAPCONS @ 24" O/C & � 1= SLAB 8, BLOCK IMPSON SP1 w/ (10)10d "J" NAILS SIMILAR AT FOUNDATION ONLY„ IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" BOLT @ 24" O.C. W/ (1) LAYER TYPE II #30 ( ) (2) #5 CONT. ON 3" �' 6 x 6 W1.4 x W1.4 r- CHAIRS (TYP.) "' `' 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF PITCH > 4:12 WWF OR FIBERMESH ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 u ° (2) LAYERS TYPE I OR TYPE II A.F.F. T O.C.) 2T1 WWF OR FIBERMESH ATTACHMENTS 211 WWF OR FIBERMESH FOR UNDERLAYMENT (#150R #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. =I i I=I I =III=) m ° ' (I=I � I -I � 1=I � I=II�T1=III D I -I 1 I=I 1 (=I (_ o I ° a ° ° ° ° 4 . Q ° da ° °. ° ° ° ELEV.-0'-31/2" Z a A.F.F. �31/2"MIN. �31/2" MIN. REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. �'=1 I ; I I III -I _ _-_ - - I - _ r I_I I III -I I I� I '-1 ° ° d a 2x4 CONT. ° ° ° a ° ° a ° a `` _ ° I==I I=T 1/2"(min.)- °° =rTt= -I =1 I 1=� I 4„ r b ° ) I =1 I_T='31/2"(min.)- 4., °° HURRICANE ANCHOR @ EACH I I I-1== L l I Ell -1 I -I I�- -I I I=I I (I �I=) I= i I "iT-I ° ° ° I I° d a a a ° a GARAGE DEPTH VARIES ° 0' „ - -:4 31/2 (min. - 4" I I -I I -T I I--� I I -T=I -_ i I• =i"'__12 31/2 (min.) -I (1 I -I I I (TYP.) VARIES TRUSS (SEE UPLIFT scHED.) w/ -i I I I I III 8„ - �► - ° ° -_ I I= III �I -I I I=��1 I=I III -III ' I METAL PL. UNDER EA. TRUSS ° o ° =1 I -I I1=1I11=1T1-I I =1I1=' #5 CONT. , I -I i 11 I- , , I- I -I #5 coNT. MOISTURE BARRIER TYPICAL INTERIOR BEARING(2) (2) 4 4, 8„ al INSU ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG GARAGE SLAB AT STEP rB U.N.O- TYPICAL BEARING WALL STEP I SHEARWALLrc-"�TYPICAL U.N.O. MIN. BEARING WALL @STEPrcC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=T-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - l� INFORMATION. 5/8" OR 1/2"HIGH ALUMINUM DRIP ��°OS STRENGTH CEILING EDGE BOARD PER CODE (R "X" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING e @GARAGE GYP. TYPE GE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SCREWS @ T O.C. EE SHEET 2x STUD LOAD BEARING OR SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C INSULATION PER FBC AND ENERGY o•M���N�o 5 co 1 ROW 2x BLOCKING MID HGT. O @ CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ FOR WALL HGT. < 8'-6". (2) ROWS NOTE: INSULATION PER 8"x8CK KNOCKOUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD 2 ROWS OF 2x BLOCKING THIRD POINTS O @ APPLICATION SEE SECTION C/S3 FOR 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT• IN FILLED CELL r•, 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @GARAGE PLAN 1x2 P.T. HORIZONTAL SEE CC/S3 OR i G/S3 FOR ANCHOR " ° ' x BOLT @ 24" O/C W/ 2"°X 3/16" LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8 x6 J' BOLTS BOLT PLATE WASHER TYPICAL PLATE W S 3RD LAYER 1/8"THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ( IF NO UP LIFT ON i7a 24" O.C. VERT. OR 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 @ 2x P.T. PLATE W/ 7" EMBEDMENT (MIN.' SHEAR 3500#, MIN. TENSION 2600#) *SIMPSON SP1 (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR -E BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS �I 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR N _ END OF 2" x PLATE FWWF OR FIBERMESH CO 1x2 PT WD FURRING @ 24" O.C. ARCHITECTURAL FINISH �'P r ASSUMED FINISHED GRADE -. Z� ° PER MFR INSTRUCTIONS z #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE o UJ ° GRADE 40 MIN. Fy= 40ksi , ©. . ° _ _ ° _ _ _ m ' z r ° FINISH GRADE [GRADE 60 MIN. Fy= 60ksi] [ . I -I I_I III -III- CD 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE v MONO OR STEMWALL ° ° �, - - - ,. �� _� �, Ill- I I 25" MIN. LAP [30" MIN. LAP] g W I , • • I I=1=I I=I T- ° II U.N.O. FOUNDATION PLAN FOR LOCATIONS FOOTING MONO SHOWN o t> �. °P 00 FOR CLARITY ° o p o° ° I -III -III i-III-III=� p 6 MIL VAPOR BARRIER 1 1 ° _ (_M-,III= nmm- -� T N Z #5 REINFORCING BAR W R 1 7/8„ V) I II _ - -i' " I I= I1=I III -I I IIFE II=III=III I1=1 I 11 1x4 P.T. BASE NAILER p z I I =1I =11I-1 I I III=III= _ I I l ° I -T1=1 I I-�(1=1 I ' r l�l -11� l i I-1 #5 LAP SPLICE 11 (2) #5 CONT. -►ICI Ih,III,,, 11-III,,, 31/4" BASEBOARD 4"x4" INSPECTION PORT AT EACH o° -III=III=III-III=III- NOTE: g ° III=I 11=1 I 1=1 I = I=I 1- �I *FOR BEARING WALL r =III=III=III=III-i • COMP. SOIL. (COMPACTED TO III ° ° I (-I 1_TI-1T�T 3s" MIN. LAP [36' MIN. LAP] ON 3" CHAIRS „ „ „ (TYP) 8 1-4 8 MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY __ _ _ _ _ _ -_ - _ 1- o _ �- 95 /o MODIFIED PROCTOR ASTM � I- �� I� I=1T� �h-.I III I 1=I I I=1� 1, 10 MIN PSI MAY VARY PER M AT GARAGE CONTRACTOR cn -_ III III III-III=III III=III=III=III=III-III=III=H 11=I 11=I 11 ,I I =1 I=III=1 III=1 1=1 I=III-III-i 1=III-III=III=1 I =1 I I- D1557) - r,- -,,,-„ 4" 1'-4" r-„ r�, �, #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR "-=�-III-III ;III,=II I=IT I i l i i l #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE „T „III-III=111 CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/UPLIFT rG W1.4XW1.4 WWF OR FIBERMESH = DECO FINISH 4" to 6" BELOW GRADE ��_ ,_ „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL „_ �_ „ SCALE: 3/4 -1 0 S3 SCALE: N.T.S. S3 „_ , „ SCALE: 3/4 -1-0 S3 SLAB INFORMATION. SLAB INFORMATION. i V - z `� °D -° L I 6 x 6 W1.4 x W1.4 SEE PLAN VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 ° I - - � 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR Bir". o - I �r min.) 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER , D d ? a ° ' a GRADE AT 24 O.C. MAX. SEE PLAN FOR CONNECTION INFO N ° d= COMP. SOIL. �LI I = o (COMPACTED TO 95 /o ,_ oo • __ _ - _ _ = a - - ` &LAYOUT DESIGN a = a a -rr rn TOP OF BEAM MODIFIED PROCTOR I I I Ili I f-` ASTM D1557) - - - -(1) #5 REBAR w/ OPT. T- S E N ENCLOSURE -I I„I I 1 = I I I I, ,Ct� , rN -I I 11 I= r (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL SIZE & c =- -_ a: ° , a�-- r I I-III-�=T- I I I N _- n 41 (- E „ 3 MIN. CLR. (2) #5 REBAR CONT• 1'-4" (1 STORY) ON 3 CHAIRS TYP. STD. 90 HOOK (SEE III-T I I i4- I lli- I- BEAM CONNECTION INFO I a -� 1 CO _ I% 4° 1-8 (2 STORY) DETAIL) MIN. 2x4 P.T. _ U.N.O. PLATE I i 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL O.S.B. z MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING 8„ FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=1'-0" S3 "saER�" w > SCHEDULE OPTION #-I SEE TYP. WALL SECTION FOR ADDITIONAL -1/2" GYP. BD. P.T. 2x COLUMN ocATION ¢ > 6x6 P.T. #2 SYP SLAB INFORMATION. 2" HOLD SLAB � ABU66 SLAB STEP & RECESS S.G.D. rM 01-0„ Q CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND7111 a DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ` ..• • a INTERIOR 2X STUDS @ 24 O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS /DRIVEWAY EXPANSION JOINT a ` a : • 3112" SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14" O.H.D. RECESS z 13" O.H.D. RECESS " " • 4- GARAGE ATTACHMENTS & 18/D1 O.C. PAD FOOTING PAVERS _ Zv CONCRETE NAILS W 1 1/2' GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS ... • r _.C. CV ' ' ' ' �' °`:: • EMBEDMENT @ 12" O.C.O.0 STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS 8" @ INSULATION PER CHAR T U RE E, SQUARE CMU BLOCK BASE, TO FOUNDATION PAD ' - MAT REINFORCING. N . • ._ _ . . ' ` '' CONT. FOOTING STEEL r TIT ffl=TIT I I f-ITI- "' I ITI=f I 1=1 ,-0 ... ITI-I I ` PLATE TO CONCRETE (MIN. SHEAR 180# MIN. ON FLOOR PLAN CONT. BEAD -- SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS r� _ - GRADE �I ) 00 -I I I e. _ - :. ' I TENSION 120#) CONCRETE SLAB FILLED SOLID (SEE PLAN FOR00 a = - __ = Q d _Tff=1JT ' . ,.: _ I I _. -III-I I , . ;.: ' ;, I T�-1 4, I 6 x 6 W1.4 x W1.4 M SIZE AND REINFORCEMENT) _ _ 1=III =DTI � I=I T(f '•a ' 11� j 1 - III N 0 z � - ° a• --IF =III = (= 1=III-_ �, :: -1�i-11 '�. '`•; J I I- _I 11 I( '�. I -III- °° WWF OR FIBERMESH r, BRICK PAVERS SLAB PER w o _ o W w -I v I_I11- z -) I • °• i�- _ 1- 1 , , ._ ; • : - N I I -I 11- 1= = a. or COMMUNITY SPECS p f� w � =I _ - - Z I- a 4 =- - _ __ II11Ii IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIII�IIIIIII= - FOOTING -' �7 SEE A/S3 OR J/S6 _ I I 1 mil! 1r IIIT SEE A/S3 OR J/S6 =1II�IIIIIL,,II,I,I - M 6 MIL VAPOR = - i = = ,I -I I -I =� -T=it1=III �_►iG I � BARRIER ( 1) - 0'-0" FIN. FLR.� „ FOR REINF. INFO. 3 MIN. CLEARANCE FOR REINF. INFO. 3 MIN. CLEARANCE - I-II=1-II_TI1�,7T _ _ Il,;,llllilllllillll��llll,,,lI-LIT-III= BEYOND 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'4' (1 STORY) ,T �11 �, I I I I h,-) a ..• .• . �.• s • PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" (2 STOR) V-8" (2 STORY) 4" 4" ' CSEE ONC. PAD FOUNDATION FOOTING WIDTH • SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG.rK TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAILrN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3M"=r-o" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. _ I ; s, ry�l ,- f IY`• 4tl0U1f 0•t S E '•® t •.� 41, t,va .a, .,• \, ` O F 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. W 800 0 0 p) Q/♦ tp N pp M N CV N l � ll. u /V N M fY1 N �LL�� * JW W u- LL a n. iA � NrNi � CL w � fX 4ac Zwow o Z �'�� a; o o�� m ol: o P-- m W m -j 0 0 ❑ 'C EcPrn Z to 2 N p o ca �' ❑ VJ CN Q co Z U J z °� ❑❑❑❑ W M r N O - �co co z o � v d N z a cn = � o � /-.J[ n U ® a 0,�' to o Nft o U m eeLU o 8 I = ! 6 .. v o N � U) 4) Y m ®® CD �W Mz o Z U- E Q o 0- Z" x0 00 O E (Oy ' ao ¢p �z 1w 1z o C: 'o Z a 0AW C: U co O4 zZ go MEN 02)Q a N d -Z F a O Li a o� o� J �N L � R ^1 W N L0 T OOO.., > C� a C0 0 m c 6j T T r 1 T CDN LO ai w M r T i6CV o Z m z E O 0 r C a U 0 Q p � JOB NO: 20-1125 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.) - I 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP PLATE VARIES VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS - 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5181" 8" 7 5/8" 8" _11 SOLID AREAS ARE STEE ROUT 7 5/8" 8" TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ L AND G ❑ EVENLY WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 2 1/4" BLOCKING @ EACH END W/ 10d @ O.C. FROM EACH HEADER FACE BLOCKING (2) 2x HEADER PER PLAN ?x BOTTOM PLATE W/ (1)1 Od @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. Sq. 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)1Od (3)1Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER -I,,. F--�'F-----STUDW1(3)10CINAILS�� 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 it 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.) -ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL TO DRAIN DOOR OPENING DOOR OPENING EXTERIOR WALL CLEAN -OUT A WALL ❑ ❑ SCALE: N.T.S. S4Til 1ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11"DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT d O G d C d a d 811 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 JE NOTES: O 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. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J Q r T W > 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.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR :..` TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d SCALE: N.T.S. a8 a s 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. l Sp/Npo� �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 1Od NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET vvvn r nwn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1-4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (Z) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 1� 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)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op FNz U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� E SIMPSON SIMPSON �01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS d dQ d LINTEL 12 (TYP) SEE ELEV. NSIMSON SP2 w/ AIl'S AT EACH STUD(12)10d 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (1 O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK A I T 1/K l r-r\ A/ A 1 1 A 1' %# 1%% 1 A A A e%e%k 1 h\ / I A I A 1 1 P1 rT All 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 <&* SPLICE STAGGERED /-10d@8"OIC ATTACH ALL -�U1__j EXTERIOR STUDS W/ (4)16d TOENAILS TO TbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON P.T. ATE rBLOCKING RUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U vJ 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF, INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) 70.0 • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) °o • HDU2-SDS2.5 w/ (6)114" x 21/2" SDS (2215# SPF) • HDU4-SDS2,5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 wl (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT w/ WASHER & NUT ® • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE:I S4 TRANSOM FRAMING \-NAILED INTO TRANSOM FRAMING 1Od NAILS @ 6" STAGGERED SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON SP4 SIMPSON SP4 J-BOLTS @ 24" O.C. MAX LINTEL 2X P.T. PLATE _' .... _ ROOF TRUSS ABOVE /— 2X BLOCKING a i a d 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 r" NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 a ° 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 y 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. A I - N -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6)1 Od 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 SCALE: N.T.S. 1pt, 10 • �. L0 •�• e'.} •aO° �p aa •te '�. v, ps 11 a- / f.a b 5 " E`�(fkflSpl`�6�Y � To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W st t- _ U N c0 pp� 4k O N # O O C11 c0 O � C � ENJLL U. Ct M N ^ N * 10 to u_ rwa ° M viM w rn a aiCLL ten`.. WO 0 Q *a — 2 O Y Z0�~ 13 O: CND mmmj W ar--� W 2E°'O' <oa� Z NQMZ ¢ 0 U& F J < Z dIL ❑❑❑❑ W z N O 0 0 z 2! -� d amm — M z Vi 0 u-, o o Q -> Ln E o � N o U ur � m E T 0 S r I V O N ° —A Q o 44 ti CD coz M p � ZZ Q 4 QE E OU o0 r� Z® Oa Ca M ° _° a C:)�o N L ¢o ¢ &z Ww � J w .�7 9� M _ C _CO C o z¢ oY U O 0 m o Z oCn J Q W sz ul CD 3 Rao ° CL 02 �. nZ �W & 0z =3 C ¢ r O v °I< a ° 3 �N 0 = _I N ^, W Co c� ' r .� Ul) T > O L U v1! n i- C 00 = d- 415 ■ J 1 ^ 1r L 1 'T o N �— t— •L T C) ui r LO w M r o cc Z t N E C) Z f6 a- E vi U Q p JOB NO : 20-1125 SCALE : AS NOTED SHEET NO. S4 8 SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 10d x NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) ( ) 10d x 1 12" AT EA. SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE d 1 1" A CHORD @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. TOP SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR 1 NA ROWS OF 45° ± 24 MAX. TOP CORD BLOCKING 45•± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d @ 8'-0" 0/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) - J SIMPSON HGAM1( W/ (4)1/4"x1 1/2"SDS SCREWS TO BLOCKING & (i 1 /4")(2 3/4" TITEN TO CMU 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)1Od 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 r 10dX3 @ 3 0/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 6" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ O.C. EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 4 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) `• O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL\\ NOTCH "L" BRACE HERE ROWS OF TRUSSES FROM @ 4$" O.C. " r , 5/8 x 10 J BOLT @ 48' O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ (2) 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1 Od NAILS & (4) 1/4"x2 114" SCALE: N.T.S. S5 SCALE: N.T.S. 55 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS x SP8 FOR 2x8 WALL) M SEE STRUCTURAL NOTES 10 x 2 TEA. OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2) 10d & (2) 10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT Wl (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1 Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 8" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL If BLOCKING, FASTEN WITH 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/C BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" 10dx3" @ 4" 0/C SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 36 O.C. SIMPSON SP2 w/ 12 ( )10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 64�� SCALE: N.T.S. S5 SCALE: N.T.S. 55 REFER TO DETAIL J 1 Od x 1 12" AT EA. 2x4 OUTLOOKER ON SHEET S5 FOR _ r f SEE STRUCTURAL OUTLOOKER F@ 24" 0/C X-BRACING, AND TOP NOTES AND NAILING TOP CORD CHORD BLOCKING N _ SCHEDULE FOR BLOCKING FOR INFORMATION `° co °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 1 ' 1/ 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES co APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING ' EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24 O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS GABLE TRUSS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED 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 W/ 1Od NAILS @ 6" O.C. FIRST (4) ROWS OF 2x4 BLOCKING 24" OF STAGGERED ) Od COMMON WIRE NAILS OF STAGGERED 30dCOMMONWIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD @ D = 0.148 , L = 3 OR EQUAL (D = 0,207 , L = 4112 OR EQUAL (D = 0.207", L = 41/2") OR EQUAL O/C w/ (2)16d END TYP. TOP & JACK TRUSS ONNECTION TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 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 C MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 TOP PANEL BLOCKING, FASTEN N WITH 2x4 BLOCKING W/ . . 1 Odx3" @ 4" O/C (2)12d TOENAILS _ EXT. WALL CONN. �a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) D ) ISEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g 11NIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT /- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. SrJ 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT TOENAIL- W/ (2) 16d NAILS ALTERNATE NON -DROP GABLE END DETAIL 1 GABLE TRUSS s� "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T,S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. S5 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) 0 z W BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 'IT" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DIET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. � ---- — ---- — — — LU 0 CD O W O v w 9 (D ' O 0 d W o o O, o r _ Q Q r T� w ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.0.) "L" BRACE 74" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE TRUSS �CONT. BEARING ...... " GABLE END BRACING DETAIL SCALE:34'=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. 0 a 9 CORNER JACK Y Q tr w z 0 U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION S F r O�Y��i18Ec16iJ1FOt�►O,e���� 1; oT)v v •• IS LW aea f9 \\ 41 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. W `D - mo - p-p-. to8'Nd MCV r MN uy L� *� C �_jW Wad) � N a to a dicri a �O Z a CD of �. �] m _j 0 .2..CN� W E& 6 J 0 2 g LLW m o` m C= `L p fn �_�- a2a N Q M Z U 0 g Z �� ❑❑❑❑ W M � M z N O V .� � N 6 � Q J M d N M V �✓ 0- A X 4­056 C1i 0 W 0 •0 a — . u-r �N 0 U 0 O 8 a go I' ... x U o CD sm C W M M z ay o Z W Q E � s� g ❑a N V ~ rCL 0 ao O¢ 00 o O N L a p �o 0 6o ¢ Z Ww J �c C � 2F m� oLL z W N � 0WZO U U a W CL U ado m w k �- . < =3 o Q CD <CD =i¢ a o �N J ui W m c� ' r LO r 001-N > Q LL 0 co I— �. = C d- o r � � r � CD LO r r p N r N T L/ M T p m z rei N E OCn r Z a E 'D :3 U _j Q p c JOB NO : 20-1125 SCALE : AS NOTED SHEET NO. S5 A : z 0 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL ix4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( , UNACCEPTABLE INSTALLTION MAX. 8 DOOR JAMB (REFER TO PRODUCT P.T. To PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" o.C. APPROVAL FOR CONN.911� APPROVAL FOR CONN. 1x4 X 4 *,1* #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3/16" 0 X 3" LONG FURRING FURRING � " 3-1/4" LONG X 3/16" FURRING (2) ROWS 3l16 x 3-1/2 #5 REBAR ` AND NAILED W/ 8d COMMON 6" O.C. EDGES AND 12" O.C. FE FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCONS X8 STAGGERED IN 16 TAPCON. INTO TAPCON @ 16 O.C. & 4LL11X8 (TYP,) ` 40 I 1x8 P.T. FROM EACH END w/ MIN. BLOCK@ SPACING " O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH 2x BAND JOIST 10d JOIST PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1. 1`STD. 90° HOOK (TYP.) STD. 90] -i'` SOLID WI FACE NAIL @TOP & TTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH HOOK (TYP.) WEB NAILS 10d @ TRUSS VERT. IN 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON x 3 @ 16" ix4 P.T. TO PRODUCT TAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALLEllaDOOR TE: tB APPROVAL FOR CONN. 1x4 EACH END W/ MIN TO PRODUCT P SHEATHING TO JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"F IAPPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH FURRING TAPCON @ 16" O.C. & END w/MIN. 2"EDGE DIST. +2 NOTG @FIRST COURSE MPSON HGAMIOKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' - w/ (4)1/4x1 1/2"SDS SCREWS MIN. 2" EDGE DIST. 2x8 2x P.T. AS REQ'D (2) ROWS 10dx3" `` INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL +5A FIRST2CONOTCH URSES AT E TITEN INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. sCALE:N.T.s. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. �S scALE.N.T•s. SS 2x8 P.T, BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 16100 #FOR 2 STRAPS FILL 1st4COURSES EMBEDMENT INTO BILK.) 1/4" MAX SOLID w/GRouT n 2'-0" 81, 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL _ * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS i IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45A DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE ". BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS OVERHANG" �.� BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL ..�. � •.� ° CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. <. x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSBINSTALL WDW. SCREW ANCHO\_2 ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W! 3 #6 X 4%" WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O,H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. 4' MAX. RAID. ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ xO�1 TO TRUSS TOP CHORD qN MIN. 4" EMBEDMENT AT 16" O.C. + <F �Ory 1 r-011 51-011 SCALE: N.T.S. SS 12 + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY + + TRUSS COMPANY OR PLAN + + 2x6 #2 SYP @ 24 O.C. + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS • ' � ... • �.. WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B B ROOF SHEATHING ATTACHED + REQUIRED >•� •: D '.� „ EMBEDMENT INTO K.) /4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT °, : ° .. e.. #5 BAR d , • BLOCK HEADER 2'_0" 8" SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + P 4 p 9 1.0 ° Is ° : CENTERED W/ g BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP ► , s > • • ° ' • •' '� IN TOP q 1 X 4 FURRING 8d NAILS EACH TRUSS D KNOCKOUT / CAI° CHAIR BLOCK —� s 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR MONO FOOTING ' x (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY--/ SGHED. 7 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. tENTER SO IT .> DIRT 6 z TO BE INSTALLED P. BUILT UP PLWD. BUCK- 4'-0"MAX SEE PLAN PRECAST LINTEL ° STANDARD o °'. , SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° 99 HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL , -, , - L. 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAID. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") v A � . IV .- 1.• .R � : • ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" � s � s s , s� ' v % s , 't V e V V,' 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" =1'-0" SS SCALE: 3/4" =1'-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 SIMPSON2" x 1 MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/8" NAILS STUDS & NAILHTT4 U S & (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 L O � #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) „ OCCURS TOP WITH MIN. 3 EPDXIED w! SIMPSON SET t z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6�_011 EPDXY MIN. 6" EMBEDMENT & OC/) SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F•F 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 U- I� NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE XD A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , D Uj aa- REINFORCING AS FOLLOWS: * SEALANT D = - -ITI--IT�(,TF- v < a Q j PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PANEL REINFORCING INTO PLACE. e g — — — 1— �)—I I U_ U z #5x6 EMBEDDED INTO PRESS 6n MIN. LAP SPLICE W/ EXISTING FOOTING G 2 #5x6 IN CONC. • COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL —_— Ip-�IIi —�T ¢ _ cn � FILLED CELL SMOOTH. DO NO FURROW. D ° —I I �I n — I �+ DRILL 3/4"x5" MIN. HOLE B REQUIRING E -D T F PLACE FULL MORTAR BED FOR JOINTS NOT RE U R NG PANEL REINFORCING 0 NO Q ILAP D. . D —I I SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH.GRADE 6 MIN. p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: " z \ `. T P SEE GLASS BLOCK INSTALLATION NOTES. STRIKE JOINTS SMOOTH WHILE MORTAR IS TILL PLASTIC AND BEFORE FINAL SET. A THIS H S 0 0 S C T I • D �_a TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL D . (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 SECTION 1) AFTER FINAL MORTAR SET (APPROX, 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-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. i' egaaaaAlPitrei OWN ca , F E S S `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. E. U 4 ooamm co � 00 co Co Ci MN�� (0 ��LLLL Q �a 0) '- -,J -- �ww LL _j d n. 04 N N M NmLL 3 W fn ° ago Z aU)°' 13a 0W° i. @ N •m m m 0 W o r` � W gE�o� IL M <o °ate z Q m co 0 N Z < 0 U J Z d 111:1 C-1❑ W z N O 00 Z cOE3 z o (D v _! M d N U) U.)z v ^, `obw vV1111111111111111 _ LL 44'�JJ T Vi Y C� W o °0 c N o � U CO w m °I — o g =1 U o m —® m W M M w ¢ zo z z U_ �" o o° wz Z® ❑a (O a N�o g0 a1 j00 00 &¢ ww J (t} ^ � c z 20 w0 m 0 o¢ Z QW z n• LL a z � w W JCD < }O O O 81 a .0N 3: >'cf' L rn W m T_ .' LO r1rr .-. > O Q C: a L_j ^' m co o .� _ d' L.n r r o ^ LO fU •,T T M r W N o Z m Z z E O IDr cc 4. E U J Q p c J JOB NO : 20-1125 SCALE : AS NOTED SHEET NO. SS e CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER MAYBE NAILED ( ) 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. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0 O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� ----Z—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 r7 SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING fi 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. ➢A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) 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 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS F SSPAF1TOP INFORMATION. BOTTOM CHORD VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE tr W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY r8 SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( (2) 2x8 #2 SYP wj O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM c RAISED ENTRY 2 MASONRY WALL SCALE:NTS SIMPSON HUC410 w/ (14) 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/PLANON M OPTION B CONNECTION INFO — COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER d 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 —J FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRU 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN I. FOR CANT. '-7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C BM. SPLICE OVER �� CENTER OF POST MIDDLE 8d NAILS AT 4" Q.C. SEE PLAN FOR VALLEY TRUSS INFO. �• MASONRY WALL BELOW: SIMPSON HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 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 / 12� SCALE:NTS EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE KNEEWALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED ENTRY FRONT WALL SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 41/2" 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 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/-1 L (2) 2x6 BLOCKING UNDER— FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION 0 BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS '.v 4. i N ' ; �S E •. • w ca •,•• aft F 1. .• S §0 0 f l S \0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 'IT Ep U "' �•p�pp N N 1 1 Q 0) V M N N N 9) COJ J '� ib ue U C �7 J o) 2 4k W W ill to LL N LL LL a a - N Q aicL � ci ado z WOW . lx0� � O 2 o W "m 0 t C m m W 2E9rn Z Joan N Q M z ¢ O_ U H W U ❑❑❑❑ M � z N O V �o z z a a. z W o •O a Q W P V o �un Ri �- 0LU [' E MINo I V o e , ® Q�o W M M �z o S Z z LJL E a o �� z ¢R cd. Fz Z® oa I_ f0 0 U =o p O irm O N a r o W-o °do az -WZ, i- ro m0 co 0 Y U O W z zm 05 J Q W gz to d Q_ FW, gz W W V < 0 F� o h �w w� =� >° njM a 0 ACV `` = > r�' J L � m W @ c� r .� Ln T r o Q �L U o CD m CIO W = C3) O . �. J LLB N �-- o Il_ LO M \ 6 m 3 T iri N Z Z E o r m a ci ¢ o JOB NO: 20-1125 SCALE : AS NOTED SHEET NO. D1 a on FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER SLOPE WINDOW UNIT WEATHER DOOR ROUGH OPENING FLASHING REQUIREMENTS RESISITIVE 0.3 in: 12.0 In BARRIER WOOD FRAME CONSTR. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include TAPE EXTERIOR SELF -ADHERED FLASHING 3!4°-1°BEAD OF CONSTR. (0.6 cm: 30.5 cm) flashing as described in Section R703.4. Awater-resistive barrier is described as a material behind an exterior wall covering that is intended to s SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering WALL BY 6 IN. UP JAMB 6°. USE uQulp NAIL BRAND EXTERIOR is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive rnssemeeowmoow> OR EQUAL WEATHER PROOF CAULKING 2 CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and z WEATHER SELF -ADHERED FLASHING BUILDING PAPER embellishments such as cornices, soffits, and fascias. z ' RESISITIVE BARRIER SEAL TOPS OF JOISTS WIRE LATH UNDER DECKING SUBFLOOR R703.2 Water -resistive barrier. One la of N15 halt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other (SEE DETAIL WP07) layer o. asphalt p YIn g Yp SELF -ADHERED FLASHING approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches HEAD FLASHING TIE-IN INSTRUXTIONS: (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a 1. Cut, fold up & temporarily secure weather resistive RIM JOIST manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under 1 1 R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a AND WATERPROOFING METHODS TO weather resistive barrier water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be BE USED. 3. Fold weather resistive barrier back over head 2 2 Q p q Y p p Y flashing and seal with tape installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS■ SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■ Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than FLANGED WINDOW EXTERIOR DOOR WITH DECK - SECTION A 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed M FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE g pp g pp g p entry cavity �► ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent ent of water into the wall THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING ----,,,or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All UP JAMB L USE LIQUID NAIL BRAND (SEEFLANGEDTAILWPWINDOW exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) REFER TO TECHNICAL SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the LETTER ON CHEMICAL ° o COMPATIBILITY o0 RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714, The flashing shall extend to the surface SELF -ADHERED FLASHING _ (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: SELF -ADHERED FLASHING, ``� RELEASE PAPER TO EXPOSE ° EXTEND MINIMUM 6" ADHESIVE AS SHOWN) 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish VERSOTTICALLO OF FROM or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall O THRESHOLD comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: SECTION -A (SEE DETAIL WP02) 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 ° SELF -ADHERED FLASHING are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 0.;: 2 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 2 SELF -ADHERED FLASHING 5 1.2. In accordance with the flashing design or method of a registered design professional. NAILING FLANGE o 1 O 4 1.3. In accordance with other approved methods. 2 2 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. DO NOT FLASH OVER SEAL TOPS OF JOISTS 1 6 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco FLANGE NAILING 8 DEDEED ECKING (SETAIL W 07) 2 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■ 4. Continuously above all projecting wood trim. HALF ROUND WINDOW I EXTERIOR DOOR WITH DECK ' INSIDE CORNER ' • 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. \ t / �Ground� 7. At built-in gutters. SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as 0 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 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 SLOP �1 IRS 1'-4" PER PLAN 1'-0" PER PLAN SHOWER SEAT 0 Of SELF -ADHERED FLASHING OUTSIDE CORNER Q w Q Iq SELF -ADHERED FLASHING PATCH ,HERED FLASHING Cr. ix LU d PLASTER STOP W CONTINUOUS BACKER - U ROD & SEALANT w w LU w LU° A 1 2 4 5 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 NATU DO Ni DRIP ACCE SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing .Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all i �t . I 0 0 N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1" Q 10 o 4 U (O pp sm.°Vt'� N N## ci 809 a MN� m co fD J --1 oNo LL LL yi �LL0 �a LU u LL a a H a rn N M I LL W, rri = aaLO Z Ili a= NZ; ETw m m_ 0 a o W ?IL v < n o N5< ¢ O U h Z d ❑��❑ W M N p� Z 0 O m Z ¢N (D Z o <C � J C7 � N M W w o o O 0 cn W fn� o N .�^ "1"�7i1 aim U CO w m 0 of ... °I! U o 1 o m o co �Z w M M J E o y a W as Z Z z" ;z 0 �� oa H @� a< 00 o O E N n3 z ¢o ¢o a Z ¢Z W "o ZZ U °m OZ Z Z N 4w to _I a ° Z CL 0 dZ N W V 2. ~ i�jj `� o W <. U� 0 ,o v zla a 3 �N 0 = > tf L � m W M c� ' r .� LO r �-� > O o LO T T C:) N r r 1 r o T a; m w r cY N N o Z O E 2 r cc a U Q p � JOB NO: 20-1125 SCALE : AS NOTED SHEET NO. W P 11 _ �. a � f .,.: , A3 2 .:. ,,.. ,. ..,, wt u�.... -ae. FL17244.1 FL17232,3 e ,E.w. Li ''acv'�` - < ESR-3455 ESR-3445 - 12/31f2020 A23 12131t2020 HU210-2 r- FL10446.2 FL10856.4 -. __ ESR-2606 ESR-2549 _„�, 12/31/2020 12131/202o ____.____-.________._.-,.,-___-,__-__- .____._.-_-__..._.____.__.._-__._ .._...--.__._..___.___.__ ____.___-_.-._._._-_ _..__.. _--.______ m...___..____ry_- ,_ _. _.-___.__ _.-__.__----____- _,__.-, ..._.--- _._._____-,_ f„_. _ wry. ._._. � _ ,._.._ PRE UCT APPRC)V/A► SPECIFICATi{)h+l HEFTos a2 C _ __ __ _ _ _ _- _-___ ___I As required by Florida Statute 553.842 and Florida Administrative Cade 9B-72, please provide the tnformatlon and approval numbers on the building components listed below if i ' the will be utilize on the co stru tion project for which o a e i o P Y d n C p) t y u r applying yrng f r a l ` ° -j-0 N -,.-i ^ � O Q Q L Q c -6 }, N N V - � �= C 0 0 O U - -0 O � -= C L �- N O O C �' - C .O LL - -E 4- co Q O > .� -O O .� ((1) 0 --- i CCi 4+-- +.r 0- �--- - ,= U) < 17 ` , -W2HD210 H0212 2 FL17232.3 ESR 3445 12/31f2020 HU212 2 FL10856.4 _ ESR-2549 12/31/2020 HD216 FL17232.3 ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 12/31/2020 Gr�t�Ytln .: s $1 "a _ * <T�t (8 M • tot f .., : , ,i ackettioaugeiiiTWi6 .: ,: Be; •: I • •fy , r>: - " p L) � 11 , ' 1 'W , „ _ #1 � ��1 PI t . ttOr i Ede i .> ` ` 1.- otfica S , p . ,, .11 ,. > j�(d 11 v �� 'k�1'�,N;� ,. Cu ® .11 . .B , ''i 3LM ;) ` 11�r:.f1 ,_r f,dC .., _ ` . C fM rt ft_. X,U111�, , - ill' 'Side" . ID - _ _'b6 W�kiy� t r ) ) IIIIIIIIIId . � roil�lil x1. e • ' : _ HD216-3 FL17232.3 ESR-3445 LLLory 12/31/2020 HU216-3 FL10856.1 ESR-2549 12l3112020 {� Q /Subcate Ma C rer nufa top Product Description nova/ umbers N (Ex- Test Pressures Date HD26 FL17232.2 ESRL3wzi 12/31/2020 HU26 FL10856.3 ESR-2549 12131/2020 1, EXTERIOR DOORS _ HD28 2 FL17232.3 - ESR 3445H 1213112020 U28-2 L108 .4 F 56 ESR-2549 9 1 / 2131 2r�20 A. SWINGING ThemlaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 f 12/31/2021 HD410 _ _ .__.-__ _ ..... HD412 ......__-... _ -- „__ ............... HD610 ...._.---..-__.__..-_-. - .. HDO410 FL17232A ........ ..... -. _ .._.... FL17232.4 _ .. _ ..... _ FL17232.4 ..............._- - --------------- FL17241.7 ESR 3445 __._._._ .......... ...:...__-. __ ..:..__ -_- _ . ESR 3445 _..-. _ ._...... - ......- - ---- - --- - ---- ... ESR-3445 ----- - .._.. ---------,--._ _. ESR-3444 12/31/2020 ._.....__ _ --_ ...-:.. 12/31/2020 .....- w . .__............. 12/31/2020 ........_............ 12131/2020 HU410 HU412 HU610 HUCQ410 FL10856,9 FL10856.9 FL10856.10 FL11468:11 ESR-2549 ESR-2549 ESR-2549 SIM200804 12/31/2020 ___.______._ 12131/2020 --..--- - - ._ 12/31/2020 __- ............ 12/31/2020 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67:0 psf 1213112021 ThemlaTru - - Firber Classic and Smooth -Star {NON IMPACT) FL20461.9 +67.0/-67.0 psf 12(31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 12131/2021 HGA10 FL17699.1 Evaluation Report 12131/2020 HGA10KT FL11470.4 SIM200803 12/31/2020 ThemlaTru Classic -Graf[ and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL19470.4 SIM200803 12131l2020 ThemtaTru Smooth -Star and Benchmark FL15225.5 +67,0/ 67A psf 12/3112021 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 12/3112020 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf 12/31/2021 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200802 12131/2020 HTA20-18 FL17680.4 Evaluation Report 1213112020 HETA20 FL11473.5 SIM200802 12131/2020 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12131/2020 V! W mi HTT16 ........ .----- H1T45 ..._....... _.. .... _ .,...,_ HTW20 FL17324.2 ------._ _...__ ..._... FL17324,2 _,--...---- ....... ....----. _ FLi7244.8 F L17244.8 Evaluation Report - .... _ .,. ..... _ .. _ p ........... .... -- Evaluation Report ....... ........_ _ _..... -- ._. .--...... - ESR-3455 ESR-3455 12l31/2020 - 1213112020 - .+.°... 12/3112020 12131/2020 HTT16 HTT22 HTS16 HTS20 FL11496.1 FL11496.1 FL1045£.22 FL10456.23 ES-0130 ES-0130 ESFt 2613 ESR-2613 12l31f2020 . 12/31/2020 12/3112020Y 2 12/31/2020 PGT Series 5670 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 8X7 ( ) FL15279.37 +30:0t-32:0 psf 5I29/2028 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 30,0/-30.0 psf 5/21/2028 HTW24 FL17244,8 ESR-3455 12/31/2020 HTS24 FL10456,24 ESR-2613 12/31/2020 Clopay Building Products Residential WindCode Doors W6 (83X/) FL15279.85 +38,0/-42.0 psf 5/21/2028 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 12J31/2020 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf 5/21/2028 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL11473.11 SIM200802 12131/2020 D. METAL LOWERED DRS r Curries Division f A GInc607 Cum s ivi i n a AAD , In 7 7 7 7 747 a 4 7 Single & Pairs # o 0 , 2 nd 8 7 g & rs o Doors FL11537. 1 N i s t /A (see rns sh) 2/31 1 t2025 HTWM20 FL6223.2 Evaluation Report 12131/2020 HTSM20 FL11473.11 SIM200802 12/31/2020 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 12131/2020 2. WINDOWS HUGT3 FL6223.3 Evaluation Report 12131/2020 HGT3 FL10456.19 ESR-2613 12131/2020 A. SINGLE HUNG MI Wi-ndows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 10/8/2023 HUS210-2 ......._..- . _ _.._ -,_ ... ... HUS212 2 HUS26 FL17232.6 _....... __ _ _..... - -_ -.. - -. - - FL17232.6 FL/7232.6 ESR 3445 . __ _-_-..-__ ....... ..... ..__ ..__,..-_..... _ _-.-._ _. _ __ ESR-3445 ESR-3445 12/31/2020 ,.-_-_ _ ___....._... 12/31/2020 12/3112020 HUS210-2 HUS212-2 HUS26 FL10856-R4 FL10856,11 FL10856.11 ESR-2549 ESR-2549 ESR-2549 12/31/2020 ...,........_ . - _ , - .._.. 12131/2020 12/31/2020 P GT Series 5500 n F L239.7 7/30/2020 B. HORIZONTAL SLIDER MlWlndaws and Doors Series 188 FL15351.1 40.0/-50.0 psf 2116t2024 HUS28 FL17232.6 ESR-3445 12/3112020 HUS28 FL10856.11 ESR-2549 12/3112020 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 HUS28 2 FL17232.6 ESR 3445 12131f2020 HUS28-2 FL10856.11 ESR2549 12131/2020 PGT Series 5520 FL243.9 4/30/2020 JL24 FL17232.7 ESR-3445 12131/2020 LU24 FL10655.103 ESR-2549 12131/2020 D. MULLION MI Windows an Doors n d Series 5764 FL1 363.2 5 NA / 12131/2020 JL26 FL17232.7 ESR-3445 12131/2020 LU26 FL10655.104 ESR-2549 1V31/2020 PGT Series 5500 FL261.1 N/A 5/26/2021 JUS210-2 FL17232.11 ESR-3445 12/31/2020 W5210-2 Fl-lMS107 ESR-2549 12J3112020 E. OTHER JUS24 FL17232.10 ESR-3445 12f31l2020 LUS24 FL10655.109 ESR-2549 12/31/2020 JUS26 JUS262 JU528 FL17232.11 FL17232.i1 FL17232.11 ESR-3445 ESR 3445 ESR-3445 12/31/2020 . 12/31/2020 12131J2o20 WS26 LUS262 LUS28 FL10655.111 FL10655.112 FL10655.113 ESR-2549 ESR2549. ESR-2549 .... . ,.......... 12/31/2020 12f311202o 3. PANEL WALL A. SIDING _ _._..,.-.__..__.._._._. _.. __._,__ _,_..._._- .. James Hardie Building Prod. _,.._ ._..___._. _.__._. _ ,.,-...W .__._ ..._. __ .....,w-.._:_..... _._. __.,._._�.___ Cemplank Lap Siding an HardlePlank Lap Siding _, _--_.u.__..,__u __._...- FL13192.1 FL13192:2 N/A 12l31/2020 JUS46 FL17232.11 ESR-3445 12/31/2020 LUS46 FL10655.118 _ ESR-2549 12131l202p B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12131/2020 KLEG3 FL17241.15 ESR-3444 12/3112020 LEGS FL10667,71 ESR-2615 12/31/2020 C. OTHER KST260 FL17244.15 ESR-3455 /2/3112020 MST60 FL10852.7 ESR-2105 12/31/2020 ____._..._, r._.___.. _._._. __._ ,-___ .. _....... ____ __ ..___ _..-_._.__.._._._- LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA1'2 FL10852.4 ESR-2105 12 5/2020 4, ROOFING PRODUCTS I LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 12/31/2020 A. ASPHALT SHINGLES GAF • 3 Tab, Dimensional FL10124.1 N/A 12/96/2022 LSTA18 FL17244.18 ESR-3455 12/31i2020 LSTA18 FL10852.4 ESR-2105 12/31/2020 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A 10/18/2021 LSTA24 LSTA30 _....... LSTA36 -.:�.. .......: ........... LTS19 . 8... ..._.... FL17244.1 w _ FL17244.18 ....:..... _....... : .. _ -_ _ -._ FL17219.2 _....._.._ . ESR-3455 „_,._ .. _ _ _ R ----- - .� .___.. _..._W__......,... ESR-3455 ....._ .....___... -.- ---. _ ._.:------- _-._,__. - _ ER-0200 12/31/202__ 0 12/3112020 - - .. _.- -.- 12131/2020 LS' A30 T LSTA36 LTT19 FL10852.4 FL10852,5 FL11496.3 ESR-2105 ESR 2105 ER-130 12t31f2020 ......:. ........-:.. 1213112020 _-... .............. 1213/12020 C -ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2020 LTS20B FL17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER-130 12131/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 LTT131 FL17219.2 ER-0200 12131/2020 LTTI31 FL11496.3 ER-1 12/31/2020 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/3112020 (D � M < 0 O 0 }CD a�)1 W U ^ V J ICU > O C) /1 Li. U o 0 a- (D �M �V 00 W a - �. V LU G C�1 Q W z J z J M LTW12 FL17244.8 ESR-3455 12f31/2020 LTS12 FL10456.29 ESR-2613 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 LUGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 12131/2020 F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032" Aluminum Gu11Lok 16" wide roof panel FL11651,2 R3 N/A 4/12/2024 MP3 FL17244.22 ESR-3455 12f31/2020 LS30 FL10446:5 ESR-2606 12/31/2020 MP34 _......MP4F MP5 _ MPH3516 FL17244 23 v_FL17244.24 __-.._FL17244.2--....................... _ FL17240.3 ESR-3455 - ESR-3455 -'___--_ ......... ......-__ _ .__...._ _ ._ ESR-3447 12/31/2020 12131/2020 .,._ _........_.. ...._. __. ,. _._ .......... 1213112020 A34 LTP4 WM1416 FL10446.3 FL10446.19 FL10B67,86 ESR-2606 ESR-2606 ESR-2615 12131/2020 ....- , .. -_-- - 12J31/2020 _. . __. 12/31/2020 J 5. SHUTTERS A. STORM PANELS Global Protection. Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 a Florida Department of Business & Professional Regulation Paget eft Building Codes and Standards 3/28/2016 Product Approval Application Detain MSTA12 FL17244.18 ESR-3455 12/3112020 MSTA12 FL10852,8 ESR-2105 12131/2020 6. STRUCTURAL MSTA15 FL17244.18 ESR-3455 12/31/2026 MSTA15 FL10852.8 ESR-2105 12t3l/2020 COMPONENTS MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR.-2105 1?131/2020 A. MOOD CONNECTORS/ USP Structural Conn. see Chart MSTA24 FL17244.18 ESR-3455 12/3112020 MSTA24 FL10852:9 ESR2105 12/31/2020 ,.___-- - __ .. _,.,.. ....__ _ ....__ .._, ANCHORS Simpson Strong -Tire see chart MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR2105 12/31/2020 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2020 Code EnU or Date Date Date Pendina D 1y�ie Version Manufacturer Contact Enaineor &License Validated By Validated Submitted FBC Approval roe Status Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/12/2017 10/10/2017 10/172017 12/122017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 SubCatogory: Metal Roofing info@gulfcoastsuppiy.com Compliance teredArEvaluation ctoraReport from ri ' Florida Registered Architect of a Licensed Florida Professional Engineer ,. ,,, __ ._ 1 ... w , _ _. , _. „ , -_ .x _ _. _ .__..- . m .> M _>_ _-__ _ ,..,,- , . ., _ .• -.+. ...., v -'�"' r`1.�L .... x:'::, i4_... ,,,.,.,. --:.!"'. v:'1 4N,t':':- :.6.. , ..., Y.. 5' .> ....�.. .:.�..,.., , �' v.:,.;. Wit',....... -3.. p. •,Y'e. ,.. +. ✓y .. ,.. .,... '+. .,... .. ,. _inn.,,. ,Ga.... .._. .,.,,,.w �...... ._,..,......... ....:.._. ..... ,.,.::. _�.«? <,.._.#>., d_<._. .-, --w ._ ,,.... .---w 11 Quality Assurance Approved for Use Approved for Use Impact Desian sea # Product Model, Number or Name Product Descrption Contract Expiration Date In HVHZ Outside HVHi Resistant Pressure z o 4 o Yes N/A +NIA! 1 0.032&quot, Aluminum 5V Crimp Min 0.032&qud, 5 V Crimp Aluminum Roof Panel 04/1 2 z N over 1s/3z&qod, Plywood -108.5PSF 2 0.032&quot; Aluminum Gulf Lok Min 0.032&qud; Aluminum Gulf Lok i%quot; Wide 04/122024 No Yes N!A +N/At •-116.OPSF Roof Panel over 15/32& ud Plywood q yw 02 Ye s Yes N/A N/A! 131.OP5 4 Gulf 1& not Gulf Snap 24 Gs. 17& ud wide Roof Panel 04l122 4 3 1&quot, Z ga G f Snap q over 15/32&quota Plywood q 4 1&quot,24ge.VersaLoc 1&quot,32&qu t; lyge16.5&qud, Wide Roof Panel 04/122024 Yes Yes N/A +NIA/ over 15/32&qud; Plywood-138.5PSF 5 1&quot;VersaLoc.032&qud;Aluminum 1&quot;VersaLocmin.032&quot;Aluminumover 04/1212024 Yes Yes NIA +N/A/ .-101.OPSF 15132& uot, (wood o y 6 1.5&quota 24ge. Gulf Snap 1.5&quo/; Gulf Snap 24ge. 18&quota Wide Rod 04/122024 Yes Yes N/A +NJA! Panel over 15/32&qud, Plywood 116.OPSF 7 1.5&qud; 24ga. Versal-oc 1.5&quot; Versal-oc min 24ge. 16&qud;. wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood 123:spsF 8 '2& uot' 24 a. M aLoc Min 24 Ga. 2& ud; MegeLoc18& aria wide Roof 04/122024 No Yes NIA +N/A/ q9 eg q q - Panel over 15/32&qud; Plywood-108,5PSF _ 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&quot, Wide vier 15t32& ud, 04/122024 No Yes NIA +NlA! 96.7PSF Plywood q Wide Roof Panel 04/122024 No Yes N/A +N/AF93,5PSF 10 24 Ga. Gulf Seam Min l Ga. Gulf Seam over over 4 Wood P cam,rfins over &quo/: Sat Look,Plywotl t1 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam, 1 3/4&qud; snap Lock, 04h220z4 No Yes N/A +NlA/ 18n qud; . 5V Roof panel over l over 1qud; Plywood - N/At SF 12 28 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/32&qud; 04/122024 Yes Yes N/A +N/At Plywood-156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over IM2&quot; Plywood 04d12/2024 No Yes N/A +N/AI-131.PSF - 14 26 Ga. SV Crimp Min 26 Ga, 5V Crimp Roof Panel over lx4 Wood 04/122024 No Yes N/A -N/A! Purlins over 15/32&qud; Plywood-156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Roof Panel over 04/122024 Yes Yes N/A +NlA! 15/32&quot; Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga- Gulf Lok 16&quot; Wide Rod Panel over 04/1212024 No Yes NIA +NIA/-63.5PSF 15t32&quot; Plywood 17 26 Ga. GuIfPBR Min 26 Ga. Gulf PER Roof Panel over 15/32&qud; 04/122024 No Yes N/A +N/A/ Plywood-154.7PSF - „ MSTC40 MSTC52 - ..... FL17244.26 .. ......_...FL17244.26 _.....- ESR 3456 ._...... ._..-...._d_..-FSR 345.. W,... _ .__, . .....__. 12/31/2020 12131W2020 MSTC40 MSTG52 FL10852,11 FL10852,11 ESR-2105 ESR-2105 12/31/2020 12131f2020 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 1/1/2023 ____..... ............ ...._._ MTW12 - ---- _.., _..... ......... MTW16 .,..__ ..._-- ......w.._ _-_.-_... FL17244:8 _ _..._..._ : . __4 _ _.. ._.... FL17244.8 -__ ...... _.-_._..__--ESR-3455 .-_ _ ...-.- .. ...-....12/3112020� .. ....... ...... .._._-_-....__. _ ._.. _ ......_ . _ ... _..:_._ ESR-3455 _._ , _ ,_............. 12131/2020 MTS12 MTS16 FL10456.33 FL10456.34 ESR-2613 ESR-2613 ._...1,2/31/2a2o 12131/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp.. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 MTW18 FL17244.8 - - ESR-3455 12t3112020. MTS18 FL10456 35 ESR-2613 1213112020- Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 MTW20 FL17244.8 ESR-3455 12131/2020 MTS20 FL10456.38 ESR-2613 12J31/2020 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 - SIM200803 1PJ3112020 NFM35X12 FL578.2 Evaluation Report 12/31/2020 MBHA3.56f11.25 FL139006 ESR-2616 12131/2020 NF X16U M35 FL57$.3 E�aluatitxl Re ot1 r 1 0 12f31 202 BH 3.561 M A 16 L1 9 6 F 3 04. ES 6 R 261 12f31/2020 PAU44 ...111---____--..,_ _.,: .... PAU66 ......... _............,..... _ ....... PHD2A ..,,:.;. -.. _..: _, _-_..- :... PHXU3516 FL17239 13 -.1....... .. ._.... _. .,- __m---- FL17239.13 ..:.._: ...: __,.:,..„,- - -- - - ---.. . , FI-17219.3 ......... _-_...:, _. -._:.;.- _ FL17241.20 ESR 3449 '-"` ..._.. .......--- __,..,.._._. ._.,.,. ._.-.,. ESR-3449 ._...,. -...- -...:_ , .. „,:.---- - .--„ ..-.,_ . . .. ..... ... ...... ER-0200 - --:.-.:-__m._.:...... _. _ ._:.. ES.R-3444 12/31/2020 ,,,_. ._-..._..... 12/31/2020 '--`----�.-_...... 12/31/2020 _ __ ... . .......... 12/31/2020 HDU2-SDS2,5 GLTV3.516 FGTR CS16 FL10441.4 FL10667A FL11473.2 FL10852.1 ESR-2330 ESR-2615 SIM200802 ESR-2105 1213112020 ....._.. ._-_.. ,_-. 12/31f2020 _•._--.,.._ ",-`_ 12/31/2020 - - - 12J3112020 1 ' _ ...__-... ___- _ . ; 1 The products listed below did not demonstrate product approval at plan review. i understand that at the time of inspection of these products, the foilowin p P pP p p , g i.__...... _ ._, . information must be available to the ins inspector on the 'obsite 1 copy of the product approval, 2 4 _ _...„ e p 1 , ) pY e p ._...d_-,_. 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ESR-3448 12/31/2020 H10A FL10456.6 ESR-2613 1213112020 RT16A FL17236.2 .:. ESR-3448 12/31t2020 H3 FL10456.13 ESR-2613 12/3112020 RT3A FL17236.3 ESR 3448 12/31/2020- H4 FL10456.,14 ESR 2613 12t31/2020 RT4 .._ .._.-__ _ __-.. ._.. _-...... RT5 ......---.. - _. -_.____ __ .." RT7 - FL172 66.3 _. ....... __ ..._.__ . ___ .., _ __ FL17236.3 ........, .....I... .._.._._..._ FL17236.3 - - ESR 308 ._-_...__ _ _...I.. _ ....._. __- -._._--_-_-.-.-._ ESR-3448 .. ._.,.__ ..___-,....---.I..'..._ , ._--.:.___._ . , .........................._ __- ESR-3448 12/311202® 12131/2020 _.__....i 12/31I2020 H5 H2:5 H2.5A FL10456.15 FL10456.11 FL10456.12 - .. ESR 2613 ESR-2613 _ 1 ESR 26 3 12/31J2020 ...-....--._ .._.__ 12131/2020 -----..-_..___. 12f31/2020 RT7A FL17236.3 ESR-3448 12131/2020 H8 FL11470.3 SIM200803 1213112EO RT8A FL17236.3 ESR-3448 12/3112020 SP1 FL10456.41 ESR2613 12J3112020 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456,42 ESR2613 12/31/2020 SPT24 FL17244.31 ESR-3455 12f3112020 SP4 FL10456.43 ESR-2613 12131/2020 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 12J31/2020 $PT6 FL17244.32 . ESR-3455 � 12/31/2020 $P$ FL10456.45 ESR-2613 1.2f31J2020 SPT8 - - -- --- - _ _ SPTH4_ _ _ SP'I'r-{$ FL17244 32 FL17244 32 _ FL17244 32 ESR-3455 - "--'L---""`' __ _ ESR 3455 _. ....-..-. _-"-- ._ ,..._..__. ._.. ESR-3455 12131/2020 ._ "' 12/31/2020 _ _ ..... 12/31/2020 SPFi4 SPH6 SPH8 FL/ 0456.46 FL10456.47 FL10456,48 ESR-2613 ESR-2613 ESR-2613 12/3112020 --- 12/31/2020 ---. ._-- `-..-. 12J31/2020 _...- _ __-...__ _ _ _ SPTHS , FL17244,32--_..._ _ .__ __..^__...___ -. - ..___.___�._ ESR-3455 --.,____. ........ 12/31/2020 U24 FL10655.141 ESR-2549 12131/202.0 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10655 3 ESR-2549 I - 1/2020 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12(31/2020 . Florida Department of Business & Professional Regulation Pagezolz Building Codes and Standards 3/za201a Product Approval Application Detail THD28 2 FL17232.16 ESR-3445 12/31/2020 HGUS5,25/12 FL11468.11 SIM200804 12/3l/2020 THD410 FL17 332,16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 12t31J2020 THD412 FL17232 16 ESR 3445 12131/2020 HDQ8-SDS3 FL10441.1 ESR-2330 12/31/2020 THD612 THDH414 ...- ... UGTS3F ._..___,. _ ., ... UPHD8 FL17232 16 FIIJFL17232 17 .... __ -..- FL2033 1 ..,.. .. __._.. ...__..____... FL17219.5 ESR 3445 ESR 3445 - �. Evaluation Report .__ _.-,_..._. ., .-.. _..... _. __. _- _--.._-_.,-._... ER-0200 12/31f2020 12131t2020 ... 12131/202 0 ,..... ...................... 12/31/2020 MSTAM24 MSTAM36 MSTGM40 HHETA20 FL11473.19 FL11473.19 L114 _ 19 F 73, FL11473,9 SIM200802 SIM200802 SIM200802 _ SIM200802 12--"' - 12/31/2020 12/31/2020 --___ ___.._._ 12J31/2020 Quality Assurance Approved for Use Approved for Use Impact Design Se Product Model, Number or Name Product Description Contract Expiration Date In HVHZ outside HVHZ Resistant Pressure 18 26 Ga. GuIfPBR - Min 26 Ga. GulfPBR Rod Panel over ix4 Wood 04/122024 Yes Yes NIA +N/A/ Purlins over 15132&qud; Plywood-151.7PSF 19 - 26 Ga. GuIfPBR Min 26 Ga. GuIiPBR over 15/32&qud; Plywood 04l122024 Yes Yes N/A -154. -154.7 P5F 20 26 Ga. GuifPBR Min 26 Ga. GuIfPBR over lx4 Wood Purlins over 04/122024 No Yes N/A +N/A1 15n 2&quo/; Plywood .1 NIA1 PSF 21 26 Ga. GuI1Rlb Min 26 Ga. GulfRib over ix4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15/32&quot; Plywood-164.2PSF 22 26 Ga. GulfRib Min 26 Ga, GulfRib over 15/32&qud; Plywood 04/122024 No Yes NIA +N/A/ -159.2PSF 23 26 Ga. GUIfRib Min 26 Ga. GulfRib over 15/32&qud; Plywood 04/122024 Yes Yes N/A -N/A! +N/Al PSF 24 26 Ga. GulfRib Min 26 Ga. GulfRib over lx4 Wood Purlins over 04/122024 Yes Yes NIA +NlA[ 15/32&quot; Plywood-164.2PSF 25 29 Ga. GulfRlb Min 29 Ga. GulfRib over 1x4 Wood Purlins war 04/12/2024 No Yes N/A +N/Af 15132&quo/ Plywood-123.5PSF 26 29 Ga. GulfRib Min 29 Ga, GulfRib over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/ -146.OPSF 27 29 Ga. GulfRib Min & ct; O.S.B. over 1x4 Wood Purlins war 041122024 No Yes N/A -101. 7/16&qud; O.S.B. --101.OPSF 28 29 Ga. GulfRlb Min 29 Ga. GUIfRib over 7/16&quot; O.S.B. 04/122024 No Yes N/A +N/A/ --116.OPSF - - - LGT3-SDS2.5 FLi 1470.7 SIM200803 12131/2020 - _ _ LGUM26 2 FL11473.12 SIM200802 12/31/2020 - - - - _ _ - _ - - - - - - - - - - - Search Criteria Code Version: 2017 FL #: - 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL - Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: - ALL Date From: ALL Date To: ALL SHEET NO. PA 1.0 Florida Department of Business & Professional Regulation Page 2 of 2 Building Codes and Standards 12029m Product Approval Application Detail r, FIA153'�Z.itS#kodatrs; _- - - Quality Assurance Approved for Use Acoroved for Us, Impact Design Vgi gjE Roduct Model. Numberor Name Product Dascrhotlon Contract.Emiratlan Date In HVHZ Outside NVNZ Resistant Pressure 1 SERIES420 ALUMINUM SGD SERIES 420ALUMINUM SGD OXO 12/312020 No Yes No WA 1453/4&quot;x80&quot; NON -REINFORCED 2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX. XO, XX 12/3112020 No Yes No N/A 96&qu"80&quct; NON -REINFORCED. 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12/3112020 No Yes No WA 145-3/4&gUot;X9Uquot; 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12/312020 No Yes No WA XO, XX 96&quot;x96&quota 5 SERIES 420 ALUMINUM SGD. REINFORCED SERIES 420 ALUMINUM SGD REINFORCED)= 12/312020 No Yes No N/A. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 oil 1N1m18 FLa11637417 Veda PO Rik Dow Pondinal Pik IM0111 Version d iladid rst corold EOBYfffiL.&LlaDss Valldcatl By Vllldekd Sullen FMC Approval AEororad ;lice. Revision 2017 CURRIES Division of AADG, Inc Dedic Dace ULLLC Ted Sarum, PE t113072017 10262017 12MM17 Approved COWM: Exterior Doors (041) 494-2844 (305) 86"707 SWrCetspoy: Exterior Dow Ccmpcxv rts Eave.dedlclitesse dlicyl-w compliance Mooch Certieoaeon Mark w LWV In FLS716374R7 Produce CLUNW Aowon4 for Use ADXCnd for use Impact coal - $sat Model. rkmatEA ProductMIn oumift )n1Z Betaim Pressing 1 807, 707. 727, 747, and 847 Singa and Palm of Doom Flush, closed, and Louvered edpgo and palm or 12131=6 Yee Yes Yes WA hollow meal door. Florida Department of Business & Professional Regulation Page 2 of2 Building Codes and Standards 1=2020 Product Approval Application Detail Code EntIN or Data 292 Date Pending Date ]yga, Version ManWaciurer Cooled Endnwr B License Validated ev Validated Submitted FSC Approve] Aon_mvsd zda Revision 2017 MI Windows and Doors Brent Stung. American Architectural Steven M. Ulrich. PE 06M4/2019 06042019 061072019 Approved Category: Windows (717) 3653300 Manufacturers Associefion (717).317-8454 S tbCaleg.ry: Fixed hatlinper@nxwt.o.M Compliance lay=: Certift tion Met or Llehng 0baIlW Assurarce Avoroysd for Use Aoorpwd for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date Ig, +H7H Outside HVRZ Resistant pressure 1 Ills PW 73 x 721nsdeted Gies 04/03)2023 No Yes No +60140 P7tL"04M S2ft no Yarska moukow Revision 2017 Thermo -Tin Corporation ci sesoy: Extedw Doom SubCdagay: Swtipfng Exterior DocrAesambau Compliance Malhod: Evolution Report from a Florida Registered Archlbao or a Licensed Florida Professional Engineer F1.07640412 Products Ala PryduaMWol.Nu twee Notts 7 a. &qua;FberCassk&quct, &qWtSmooh$txr&quot:, &quot;CaeWcCraR&quok or aquotGmlcCraft Resac&quok m aee.ee am iaP3 VBrsIm Monldahlirsi PAVWM 2017 James Hardie Building Products, ft. cataaoy: Panel Woes aubCampory: Sang Compass Malhod: Evaluation Report from a Ronde Wgisamd Archked or a Lkensed Florlds Profeesional Engineer R.113102.R6 Products &ISLE Product Model. Numoror Nara 2 Hwdl*PWlk Lap SMig I"' Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Enthm ggp(WC law &Lleones Validated By Rick Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. (419) 298.1740 PE43400 (813) 7676585 dollw®Mbldggonsukua. con Pee I or I Iallml8 )a 20 Date POKI m Rft YWdtlW Submitted dal AedgxM alas 1on82g17 10M812017 lor2milr 12/122017 Approved VuaAhrBruraaa Awrmmdkttkg Aouoved for iha Import position Product D"CrIod0a ft VMEVMIMB nDora Ip mA Outside HYM ) Ili Pnioarn 6&eb9;6 Bquotimpsal%quot Gazed Pberglau 121312MI No Yes Yes WA Single Dow- (X) hawing or Oubm" Configuration Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peps 1 d 1 1=18 Enthy or 20 Ra DAN Pending 20 Engineer&tJnnes Validated By Validated Subleased MC AlidurrWill Approved ANN Pigehng Zhu Ronald I.Ogawa John Southard, P.E. 05252017 08MM17 06282017 10M02D17 Approved (SM 349-2827 PE-24121 (352) 367-2526 pingshrengzhu®jamesh r dle.com g y— Aeanvad for Uo. Altda—di.for use Impact told, IBJ.99$ oubbids1ll6.6 Resistant Plesag tbw-amain tip sidng 12/3144M Yes Yes WA WA Florida Department of Business & Professional Regulation Pegs 3d8 Building Codes and Standards 12/122018 Product Approval Application Detail Go& Ertbty r. Pats j)g(g Date Pendine PAla Linea YSia190 MmuActuror SrPJdati Engine r8.Lteense Validated 3y Validated su5mlttoa. FSC Aoomvel Aaorored Status R4vplon 2017 Thenda-Tru Corporation Rick Wdght Lyndon F. Schmidt, P.E. Ryan J King: P.E. 12M3/2017 12/13/2017 127212017 02/13/2018 Approved Category: Exterior Doors (419)198.1740 PE4WII (813) 16-6555 Subcategory: Swinging Exterior Door Assemblies rickvowl'idgdonsutiards. Compliance Method: Evaluation Report from a "com Florida Registered Archiled or a Licensed Florkla Professional Engineer P1J1'dB+R9 prtdudei`� - - - Quailty Ae 1sn;e Approved fo Us, Aoomvedfor Uee Ira _.t osign asp F. Pmduci Model. Number or Name Product Devedetlon Contract Expiration Date In HVV,12 2WILIAa FNHZ Resistant pre.... I a. Therme-Tru Sber-CFassic and Smcotinstor Nominal 68M39;8 &quol7Jon-Impact&quoh Opaque 12/31/2021 No Yes No WA Composite EdgaFlbergl ss Strga Do. QnsMng/Outsvfrg; X configuration) 6 r. Therma-Tru Fiber Classicand SmooOt-Star Nominal 06JKi8;0 &quotNonfImpact&quol; Opaque 12/3112021 No Yes No WA Florida Department of Business & Professional Regulation Page 1 or 1 Building Codes and Standards 1=18 Product Approval Application Detail FIM Gzb EftV or go ink DwAsaxifino Rat mm Version Mmnukaw contact Engineer & Lucerne VdldatedBy Yjildtld hyped AWvorwi it" Revision 2017 Therms -TN Corporation Rick Vvdght National Accreditation & Ryan J. IOrp, P.E. 12120M017 00112017 1217212017 Approved CsWpoy: Exterior Dome (419) 2WI740 Management Institute (813) 767-6555 Subcategory: Swinging Exterior DoorAs emblies ndcw®m+bldpooesedteMe. Compliance Msthcd: Ced&stlon Mark w listing can FLA11=54M Products Ammovedforlu treat iiEion EeaE InWi>Z ou.RktiVHK Balaknt Pressure 1 a. &quatCassioCmUquot; and 8quotlienchmark by aS and 60 Opaquesns Glazad Fa"Isse Dom with 12412021 No Yes No WA Themes-Tndquok end without SldeBes. kw ft and Outswinq Florida Department of Business & Professional Regulation Page 1 a i Building Codes and Standards 11 mte Product Approval Application Detail t 2911111 Enft or 20 M Date Pending Rork 1101111 Volatile Mmumaw contact EncamorlilLitionso Validated Jay Validated Saturated FOGeaINvrn Aomoved AMR RWWW 2017 ThemlaTra Corporation Rick Wright National Aomo&etion & Ryan J. King, P.E. 12/21M17 M112017 12222017 A.p;xnxAd Cabpgrir: Exterior Doom (419) 298-1740 MW ep MrA buaWs (813) 7676858 Subcategory: Swinging Exedor DoorAesamblies ddcw@nabldgwnettanta Compliance Metlnd: Certifiatlon Mad or Listing com 8 Approved for lies Ilaact ! All product Vaedffikn JnrOHi Outedtle ueVNZ lfah9lnt Fleeing 8 e. &quot;Smoom-StorBquot and &quot;Benchmark by Sal and 810 Opaque and Gained PlMrlloo Dow with 12131r" No Yes No WA Thsrtre-Tru8quo5 ate wNxcrAadefts, kaakg and OuhwMp Florida Department of Business & Professional Regulation Pape I or I Florida Departrnent of Business & Professional Regulation Paga i or i Florida Department of Business & Professional Regulation Paga 1 a 1 Building Codes and Standards Iffim18 Building Codes and Standards 1/5m18 Building Codes and Standards 1/5120,18 Product Approval Application Detail Product Approval Application Detail Product Approval Application DWII I 211112 Eatihf or gal Val DadsEending a1la l Sash. Sam or Rik Rek paw PSMOM Rik L1l�.t-B7a 20h IlalkLg 21k ftk DO, Pead rag 201 111312 yawn allisidlighill Contact Fnalmoa.Lllaag Validated By Vaud" lwwg ad "ICAncrsyri. Am[oved Bkpa 11fa Ywlon dkaidagiau Contact Eak & Validated By Vekbftd $aYmallad PSCAparovell Averaged lot& tins Version Mmufmcbmw P>rAd�&.Lllaas Validated By Validated submitted FOGAoormrsl Aoomlrsd ANSI, Revision 2017 Dom am" Product CaMO" Mark VVS$bKw Imerhak Testing Services NA, Gary PtuefMr 11/2a2017 08/102017 112w2a17 Approved Revision 2o17 Clopsy Suldlig Products Company Made vvadwSsM Interim Tea" Serdess NA, Gary Kohler 1129/20/7 08RU2017 12/08/2017 Approved Revision 2017 PST industries Dun Fluent MIemFDede BCCO-CER Mlaml-DWe BCCO-VAL 12/202017 112&2017 12/2612017 Approved Calagary: Exterior Doors (513) 7704082 Inc. (513) 5194556 Casypry: Exterior Doom (613) 7704062 Ire. (513) 51"5w Comm:Exterior Door (041) 488-0100 (788) 316-2590 SubCdwq: Sedlonai Exterior Door Assemb0ee nxmsterfleidlliclopsy-com Subcategory: Sectional Ex*W Door Assemblies naveaalReltlillitciopay,00m aubCosaory: SWIg Exlmbr OoorAssaribiies dntarkithig9nduslries.am Compliance RMawd: Certification Mark or Listing Compliance Method: CerWkaOw Mark or Lialirrp Compliance, Method: CertlButlon Mark or Using Aoemgid jorue Aoomyed.lip, b=o Rahn Quality Asursogs Aoms>tffihLlk! Aporand forthe hest Dallas FILAM-Re Products QUAW Assets Aasutved.mr!!n Aocrmiedfor Use haact Valm AW3 Product Mate.Number air Him Product Colearlation Is In HVHZ outside HVHZ Resistant Pmguls 5ef ProeaaRMNLNunMrwName Intislteideti)i}fi BtlkWa Pleats! AW Product Model. NarberwNorm Product Desorhollon C0011121A EVAInallan Ode In HVHZ outside HVHZ Resisknt P.neNa 37 037 W840 PAN-2F751: 84A, 94, 73. 75,1500,190, 76, Steed Pan (min. 25ga.) Shgte-Car (up to M wide) 05121=0 No Yee No -30 PSF/a2 53 083 W5.18 PANdF153: 84A, 94, 73, 76,1500, t90. 4RST, Steel Pan (min. 28 ga.) DoubWCar (97 to 181(r 06MIM8 No Yes No +30 PSFI-X 10 SGD-6570 (large MIreBe Impact) Vinyl Sliding Glees Dow 04114=1 Yea Yes Yes WA 78V, 4RST, 4RSF, 6 W, ORSF, 2RSST, 48, 42. 55, 488, WINOCODE&a174; We Garage Dow PSF 4RSF, SRST, SRSF, 48,412, 55, 4■, 428, 55S, Goss, wilts) %MNDCO0E&e174; INS Garage Door Pax 42B, SSS, GR68V D55, GDSSV, GMS, G, ARSS, AR5SV, GDSSV, GR68, GRSSV, ARSE, ARSSV, EDSS, ED6SV EDW,ED83V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 of 3 120/2020 Sag# Product Model. Number or Noma Prod.t Descrmton Contract Ex[dratlon Data In HVHZ Outside HVHZ Resistant Pressure 2 185 SH 52x72 Fin75lpnge Frame IG/SG Single Hung 10M62023 No Yes No +sol_s0 Florida Department of Business & Professional Regulation Pall" or l Building Codes and Standards +ramie Product Approval Application Dertalt 1 dd)da saw or pal. 211112 OetePemaro Rise mm vww M.Mrbaturw Contact ErAhmaJ.isaf.a VVMradBy Validated lvbmmm Pao Approval Aarowd At" Revision 2017 PGT lndtratros Dun Ruark Mom4Datla BCCO-CER Mar43sds BCCO-VAL 12202017 12/Ofi/2017 1226I2017 Approved Category: Windows (941) 486-0100 (786) 316-2690 Subcategory: Fixed dmadfQ9g9ndVWraulcom Compliance Mesrod Cedflradon Mark or us" Quality Assurance, Apuroved for ties Approved for Uoo haact Pseka AKI Product Militia. Number or Nons Cgduct.0ll4dap4a contact Exalration pop In HVHZ chfiblift HVHZ 116.1aselt Pig 9 PN-5520 (Large Mruas Irt wo Vloyl Fixed Window 04I302D2g Yes Yes Yes WA Florida Department of Business & Professional Regulation page I V2 Building Codes and Standards =2020 Product Approval Application Detail 'ptaf5$53-a4'Praducts - - _ Quality Assurance Approved for Use Approved for Use Impact Design Fiit31a2-Rl Colt BM Vmlon troukuelrsr Ravallm 2017 James Hoch Building Products, Inc. cosilory: Paned Waft SubCategory: Sang Compliance hethod: Evaluation Reportfrom a Florida Registered Architect or a Ll.~ Florlds Professional Engineer AM PmdretRipM.NusubwwNasce 2 HardaRnk Lop SOV Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail EnIM w contactEpplp�,¢J Validated By Ping0twi Zhu Ronald 1. 0gawa John Bollard. P.E. (90g)349-2927 PE-24121 (352)367-2626 pinpahmg.zhu■anesher die.com pag.l,xt II I/ m1e 20 m DAW Pending OM Validated Submits PWA Aamsad AMR 06252077 01111 017 01160 17 10110=17 Approved Quaft Aaa■rsd,mLge Approved for dmig own Product Deacddbn Coatinart Expiration Qft In OUMI&ilVHZ Pielag tlapeernem Lap siding 12/311=0 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap.1d1 1/520/8 13 290 Enlist Rork Aala Date Pending gel 113111111 Yarsim dlhaadactil contact Validated By Validated Submitted F11C Agaraval Approved AV" Revision 2017 C"Building -Products Company Mark Westerfield IMedekTea" Selvices NA, Gary Pfaahbr 11/2012017 08/102017 12V=17 Approved Calegory: Exterior Doors (513) 7704082 Ire. (513) 5104M SubCabpory: Sedbnal Exterior Door Assemblies mweetereeM@clopsyeom Compliance Modwdi Codification Mark or Listing FIA"111271-115 Products Cluallft Assurance Amwovad far live Aooroved for Use lased g:yue Ala Product Mo".Number wName P10dalatt itamgdad InOutside dent Pressure BS 085 WM-09 PAN-2F163: 73, 76. 84A, 94. 42,48,420,488, Steel Pan (min. 25 ga.) Singlo Car(up to 97 wide) 06212028 No Yes. No -35 PSFI42 4RST, ORST, Goss. GM, ARSE, EDSS WINDCODE8i174; Y%Garage Door PSF Florida Department of Business & Professional Regulation Pegs i a / Building Codes and Standards 1/541018 Product Approval Application Detail t].111236825 20111 Enter a 20 20 Din Pardo oak mm Version ! Contest Enabw&Lb~ vedwe,dav Vllidated. Elm FBCADWaved Aagrkrsd Revision 2017 PGT WUabies Dun Rue* Man408d9 ROOD -CER RgdnFDede BCCO-VAL 1220720117 tZVM17 12/25f2017 Approved callgery: iMndowc (941) 486-0100 (7W 315-2500 Subcategory: Single Hung druerk®plitlMuWlae.c m Compfeesa M~. CedNado t Mad or Us" F1.9231114211 Products 9uOkAnurmaa Approved lwiies Aoorgyladfor use loves Ralaa aaaPrgdet MadaL Mumur w None gl.tilas outside R !fin 7 SH-5500 (Large Mosio knpao) Vinyl Single Hung tMndow 07/8611020 Yes Yes Yes WA Florida Department of Business & Professional Regulation Building Coders and Standards Product Approval Application Detail Pes.1dl Ir"Is FlJ2"4til 22b Enift or. gel dicta DM Pending Vat TTya Version Manulaft ggpjgct Ermoser A License Veiceted By Validated Submitted FOGAesm(al Approved AMM Revision 2017 PGTadu*" Dan Runk Mteml-)ada SCCO-CER Mlarr -D BCCO-VAL 12ODSM17 11/15M17 12106=7 Approved Caegory: WMdows (941)486-0100 (78% 316-2590 SUbCessponr: Mullions dmadt®pglinduedaccom Compliance Method: Certification Mark orla5ng FLEM411 Products $W)! Product Mello. Number or MissQL,W Product coagulation AWea@ A .far Use Ate' .kirks In HVHZ outside Itmod d� 13a8dall Pressure 1 Mullions forAll Coors and Windows Aluminum Mullions obrAml Yes Yea Yes WA dlslersh Claude, 19.lf0iit�i 11121111 Verson mwmdiatuw Revelon 2D17 Alaide Cstegonr: Panel Vvak Subcategory: Soros Compliance Method: Evauation Roportfrom a Florida Repteared Archbot or a Licensed Florida Professional Engineer 9e110Product Model. Number or Name 1 a. &quotzr&quot Soto Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paq+dt 1I5/m18 anthill or BBk Val DM# Pwam 20 Validated Sy Validated Submitted PSQApirolat Aopin1Lall liking Nick Thompson Lyndon F. Sdm*t P.E. Ryan J. Kbg, P.E. 101042017 1010312017 IDMI2017 12/12201T Approved (330)9222m PE-43409 ($is)787-es55 mhompsoreatelde.cor QLmft An Apgmadtsrilso AagrovadterUse lmsfd prWm Product Doocfhwm Calmat Sachs"" Oda In HVHX outside NVLR p Vent or Sold Vinyl Sofa 12012020 No Yes No WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pepe l Of 1152018 ! 220 Eofcor Pak Val Deft Pontiac Rok Ina vafalm Manulavolar Eaaka &LA1>Validated By V ApprovW awn Revislorl 2017 Cbpay Building Products Company Mark vied~ Intel tek Testing Services NA, Gary PklehW 1129201T 08/102017 12a)82017 Approved Category: Exterior Doors (513) T704M Inc. (513) 5184588 Subcategory: Sections! Exterior Door Assemblies numsterBeldQcbpsy.con Corp anee Mashed: CortNcation, Mork or Listing Sits Aoarovadfar the Amiroved for Un IIDaat Value 8ott! Prockict NOW, Kantor or Nome Product Description Contract Extolrolon Dow In Oubld&JAM BakWa Pros ute 102 102 WS-16 PAN-2F163: 73, 75, 84A, 94, 42, 48, 428, 488, Steel Pan (min. 26 ga.) Double -Car (97 to 16'2* 05I21I2028 No Yes No -37 PSF141 4RST, 6R8T, Goss. GR55, ARSS, EDSS wide) WINDCODE&i774; Nit Games Door PSF ScPSk ]Yes YEgl9nmarsdactu Revision 2017 James Hama Building Products, Inc. Cof M. Panel Wane SubCategwy: Siding compliance Method: Evaluation Report from a Florida RegiWrod Architect or a Llansed Florlds PrMuebnel Englnser R maid R6Produce, Era! ProdrJ Modes N mlerw Nara 1 Cemplamk Lap Siding "11127242 Cade 1Ya %gkn ddmdahsL Revision, 2017 Ateloe Category: Panel Wass subcategory: Soft CempgrtukMhod: Evaloallon Reportimm e Florida Registered Archked or a Llesnesd Florida Proluvbnal Engineer agnmmxmba AMI Product Ma" Nuabo, or Nanre 2 b.&quotAlfiamce T4&quot Soft Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Odell Eashyor contest Enalmor&IJcensa VaiVekdJh( Plgsheng Zhu Roast I.Ogawa John Sadao, P.E. (909) 349-2027 PE-24121 PIQ 367-252f1 pingsheng.zhualamesher do.am Pape1011 I 1P52018 Pa. fees 1a 20 Validated S94mitad IVICAporovalAg➢[mld dEa93 08262gt7 011CM17 08282017 10/102017 Approved Oulft Assurance Aaa[smdfor .Use, AaprVir".ftLIM IM90 golden Product Descriodon contract EKoklom Do" ft, outside PrssMuie Mar -cement tip siding 121312020 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail anafr or contact Engineer j VedMaisd Ev Nick Thompson Lyndon F. Schmid, P.E. Ryon J. Keg, P.E. (330)922.2389 PE-43409 (813)70765M nthompsa@alede.ccm Pageioll 11 1rY1018 Pik 21K Dow, Pending Validated Subsillhad FWAaa®al Aged Ium 10104=7 11110=17 10MIM17 12/122017 Approved AaaoredM Ur Anoroved.1, Lea lmad coalmi Protkct Deaerig an conbi taxmkmimude ,In HVResistant PraEum, Vent or Sdkl Vinyl Soft 12/312020 No Yes No WA 1--a N 0 in cu ^1 �V .t.� U 2-� O N^ L QA ` v CU O cu -0 L VJ = O Q 0�. W O _ E LL _ O CU .� —0 O .� v/ a z z W J Cn ■ aaaaaa� O ■ a� W CD V 0 Lpp CL CL C/) U O 0 CL C) (3) rW �/ M� W cW G Q Z Z Q J a SHEET NO. PA 1.1 Building Codes and Standards 1rm2ozp Building Codes and Standards +rzolzozo Building Codes and Standards +/ttawa fessional Regulation Building Codes and Standards Pate i a1 +nl2oia Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail � code Version Manufacturer Em(N or tamed Endnear&Lleerrse. Validated By QW(g Yali e Date Submitted " Date Pondrm fBC Approval ,fie APPRoved � ]fie Code Version Manufacturer Ermty or _ Contact EnOincer&Lleerisa Validated By �¢jg die Date Pentllna Valltlatad Submitted FBC Aooroval Qgtg .Root, v�ad 9t#us ]yag � � fal�■C Enft g Centel PJ, VaVdnbd )� Onto Pending � $S� FWAsenovid QW Age $YbLL PLtllliii92 1Cg� 3Yi! �tl� a �9L4L � F1� Va1Me0ad av )�ii t�oft Pwdm L 1� Validated liggifigget f�, Revision 2017 OAF Category: Roofing Subcategory: Asphalt Shingles CorrBlllence Method: Evaluation Repoli from a Florida Registered Architect or a Licensed Florida Praess anal Engineer Midhael Slieh Robert Nielninen .John W. FQiezevich, PE (8q0) 768-3411 PE-59166 (954) 772-6224 msGeh@get.com 12/112018 92/1.iJ2019 12/1812079 ding FBC Appr, Revision 2017 7AMK0 Building Products, Inc.. Category: Roofing subcategory: Undedaymenis Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer KeRI Eden Zachary R. Pdest Locke Barvdan P.E. (417} 624.5644 PE-74021 (334) 300-1000 kerrl_eden@Camko.0om 10/192017 10/0572017 10202017 72M 22077 Approved Revision 2017 L.V. Thompson, Inc. tlba Thompson Arahftecbttal Metals Company (TAMOD) Celagdgr; Roofing SutrCabgwY: RoOPop Accessories that era w Integral PMaMe Roofing System CanplMrtw Natlrad: Evaluation Reportfrom a Ton Cihrletman Zachary R. Rissl Lads Bevtdw (813) 24&3458 PE-74021 (334) 300.1800 tonyQgorlretat0o8ng.eom iW70r2017 10l10IZ017 10/17lZ017 12I122017 Approved RevlaNrl 2017 L.V. Thompson, N1a cilia Thompson Ardabdurel Mete4 Company CTAMCO) Cetpwy: Rooen9 8ubCetpory: Roofing Aawaodw that we an integral Part of the RooiYq System ComplWtce golhod: Evaluation Report from a Tony Chrldrtren Zadt R. Priest Cadre Bowden (813) 2483488 PE-74021 (394) 3g0.7B00 tor+Y�arMtakoo8ng•rrom 10/7112017 10/102017 10n72017 12/122017 ��� Florida RegbMred A N > U ai L a --a 0 Q O o �� '�� �W ^� CU VJ O O W O O .� `V O O ^Cn � ■ O ■ tttttr U ■ O W O L Q Cn C O V v/ V W z Z Q J SHEET PA ill Florida Department of Business &Professional Regulation Poga3 af3 Florida Department of Business $Professional Regulation Page i at Florida �afhYlBfit of Business & Professional Regulation Florida Department of Business &Pro rEnghnewr clrbed ore Lhoetlwd Fbrlde Florida ntl Artlffta<t ore Licensed PrLL ofessional cPIL11119111111,11116 Products V QuaRly Assurance Approved for Use Approved tor Use oftfun 10 NIA N/A t Evaluation CUi Resistant - as IgtMr Sirargth (H Semp; S) Metal Connector Plate 17J31/2f#2 Yes Yes fNA N/A ile-Lathrep, CA 12/312020 No Yes rgo 202 20 DW Pending Oft (D Sullivan, & License oval Application U.C. CU TnMa Phis dwetl�mA.am (205) 589-g800 SuM�bpary: 7mee PIWw dwer�rdicom (205)599.9800 - SubCaOogory: Truss CZ lCU d r ecad and �' ,1 ������ �w���tia�i�s, y4,��"�� � �I _ ��i 3��1