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HomeMy WebLinkAbout2911 Lytton Hall DrV AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Mr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Fig. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Cirde HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O. B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or ON. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MIN or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam NM HDR or MW. HINt Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing &Wre) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin, Fir, Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA REVIFIA( DATE" ^ f PLAN ram, �- Al I h r ORDIN- ,, , �NININININI I 101010101 1941 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 SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 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 dear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to \ review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. 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. I O W N i v Y,a�i s • .I To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with tre 2017 Florida Building Code - Residential Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q g 0 N N it N J s Lo h ( n^rn Qm f`N') M JLL LL LLu- tyJ W w a 1 00 :01 iQ,rn W <i Z LLLcc 6 M Z U N < Z °U ❑O❑ W z � z z a z U 0 w $ in c w �N fa �- W W E E ° zo a° a0 Z� _® 0 oa W� Z O �p aZ N C Cx iLL >Z }y VJ -J Z ;XZ 23 g 1Z W U 3 Sao yLL �w �N•. J ^L1 W m \ .... J CV o T— T I v r � C-4 T E cD E T N CA .. z E p c 4i a. 0 Q cc JOB NO: 20-6220 SCALE : AS NOTED SHEET NO. C S O A O H.B. S3 RE EGRESS EGRESS ih AC PAD A S3 TYP @ 1 STORY \\�� ' I� °° 21'-2" --- -- 36 O -- N 16'NDEEP A7 w MIA T C G 4 6� r 2'-2" 10'-4" 10'^ er 2'-4 I I rn SURROUND I RANG iv B O � O C7 \ I �' CAFE \� VAULT. CLG. PATIO CARPET 4" N p N j Q - J U I Y I I I . -_�_ OPT. I REF. 1' %3° T BEDROOM 8'-0"CLG. CARPET 5068 B.F. 8'-8" BEDROOM 3 . 2 8' CARPET CARPET o 5'4 ' 8'- " C G. o I BEDROOM 4 8'-0"CLG. CARPET 4068 B.F. WW 0 uSc 0 "'" N r SI K w/ ISP TIL r- -� D•W I o o ' ' ________ L___J C====________ ' � Xo W N rnm z ILE - - - 6 I `b 7 ------------------- 6-10" 4'-7" s N I------- I , 23 -8" 1 - - - - - - - - - - - - - - - R&S �' goo 2668 �;� ;- 2668 �;� IA0 , N R&S HDR AT 74" 3 -10 7 -8' 10'-10" " g „ „ -4 I r OM N TYP @ 1 STORY 2:12 VAULTED CLG. I I in FAMILY RM R.A.G. j CARPET n j j AHU 4'-0" 1 I I T L (3) 2x4 #2 SPF w/ ERG SS DTT2Z @BASE SURROUND "40"x36^ M SHOWER c 2 68 5'- " 1i &1 3' 10" '-1 T-0'"cf) A O 3068 I 1 ENTRY 8 -0 CLG. , � o o � 9'-4' CL T I �' 5 -11 " s (3) 2x4 #2 SPF w/ K DTT2Z @ BASE S3 N�co n X Q W I tt I 11 1 1 I 1/ I t_ �� a S3 r- EDGE OF SLAB 2" BEYOND WALL 20'-O$„ CC D S3 S3 --- - - - - - - - NOTE:`�� I I WALLS TO BE VERIFY IN FLUSH.c� FIELD. I I I I p I I o I I O- I I Lu O I X I X I m 1 = 00 I I I I I I I I I I I I s I I I I I I I I I I I 0 '- 8- C G. ILE OPT. D e OPT. m G N 17'-8" -- ---- --- - R&S -- AN ON BOX @ 36" A.F.F. ZDRYER VENT THRU ROOF 2668 7,-8" off, A COW BMW ' C4 T OWNER'S SUITE 8'-0" CLG. B 00 CARPET 0 r - Y V. I. C. 8'-0" CLG. T CARPET 2 CAR GARAGE 11 8'-0" CLG. 2 _g BUILDER TO PROVIDE O APPLIANCE W.H. PROTECTION N WHEN REQUIRED PER FBC ' I I I I I I ----- T------ji I I I I I I I I I I TYP @ GARAGE � K)OPENING M '-0' CLG 5-SH 6"DP'' 0 ____ R&S � T 1111111111111111111111 *R1 I 1111117 11111101111 111*11- 111111111111*1 111011 111111111111 * i i i i i m A H.134 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI <e> 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 20X26 18jX25j S.H. 13 20 X 38 j 18 J X 371 S.H. 14 20 X 501 18 } X 50 S.H. 15 20 X 63 18 J X 621 S.H. 16 20X72 18JX714 S.H. 1 H2 27 1 /4 X 26 26 X 25 4 S.H. 1 H3 27 114 X 38 Ij 26 x 37 1 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 11­16 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 24 37 J X 50 1 36 i X 50 S.H. 25 37 J X 63 36 j X 621/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73j WIDE S.H. 32 54 X 26 52 j X 25 j S.H. 33 54 X 38 j 52 } X 37 j S.H. 34 54 X 50 j 52 j X 50 S.H. 35 54 X 63 52 } X 62 j S.H. 36 54 X 72 52 } X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. ETIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE FLOOR PLAN - ELEV-Al SCALE: %4'=V-0" 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 class duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. Is 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 © +29.7 / -39.2 © +28.3 / -30.8 D +28.3 / -36.4 DE +26.6 / -28.0 OF +26.6 / -32.2 GO SEE SN SHEET OH SEE SN SHEET 'j 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT SAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) � OW ♦R � 1 ' o 0 ••. i.• F S a\0 P E f✓�iA,off \! r111111111i\" 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. 0 ♦'� 04 C14 C LL ._ In J Rk W W Q Nr-A LL LL o 04 M 9-',Wa h LL (0 LL s J Z .. G 10 Opp� � 0 0 C t m m J W cR X " I11 CLW o c 0:�$ v_� In N M Z i- J W V OU ❑OD 0 93 V Z N to z z J a z �r Cn Lu LL U O-� w $ Ul �N r~ N = r U F- E U c o � Q Y • �0 CIA CD coW M Z U_ QE 4 =a u8 a 0 E: U 0 j it a® o L WX Z I- _ N z 18 a wo QU o o� wZ �� L < mi N� in8 o� >� Z� Sao W a 3 $W oLL az �W p� O N �� CIS ax CD 5 U3 L 4111 . � ,it O Q C � o O ^, CO ca c o o O C� .� � r LO r tV T N z Z c E O o 0) .. m c JOB NO : 20-6220 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND KITCHEN ------------- 4 0 1 (V 0 OPT. REF. OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW Ile MIRROR SHWR. SHWR. / CURTAIN HEAD VARIES ROD 24" TOWEL BAR TOWEL BAR IN w ON WALL ABOVE TUB OR SHWR. Q TOILET TOWEL BAR / ON BATHROOM WALL MEDICINE _ SHWR. 00 I VALVES o 0 CABINET TOILET PAPER � - SOAP DISH b C� HOLDER LO O 02 o - LL O r ONp CM LT M CM M r N B _ _FIN. FLR. BATHROOMS, SHOWERS AND TUBS DOUBLE RODS KITCHEN 16" FOR LINEN 12" FOR PANTRY Z SINGLE ROD cc O w H wo 00 = r r Fn U 00 U in O a in r � CM CM cM FIN. FLR. �— CLOSETS / LAUNDRY SHELVING 3 MIRROR 47 N I 0 1 c0 4 M OWNER'S BATH BATH 2 O M O f\ 9 00 INTERIOR ELEVATIONS 42" H UPPER CABINETS —� 36" H UPPER CABINETS — 30" H UPPER CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET =O 36 H BASE FINISHED CABINETS - o COUNTER TOP -, 30" H BASE 00 in d O 2x 0o r FRAMING CO 1 /2" GYP BOARD — 1'-2" CABINETS - C3, O O CV M N N FIN. FLR. SCALE: 1 /2"=1'-0" III ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"=1'-0" ,�w'y,,\\�1111ilillli�► If ' I •CSC/ 6 . M J �� N G'F ap 4ROFES5\0� To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O a NNit .4 C� C LL Q W NN ' d 4' W N ej f7 C7Lu aa� 0 tLLL OOF- «a� tam OJ W renCa iM0) J Z IL � N O N toM Q 7 N i Z ,� J �U ❑❑❑ Ur M I<7 Z z J N � N M z U � 4 N W � oWg � ®LLI _m U � � JWW L s N O W M M ,Jy z o a aE 2° z® n3 �<0 �° S v 01 z of N i �o& < g � .�.. rp = m O 2LL z (p d pm 8 3Z aU Z W� c� 3o wLL LL �w �G o W� MI5, >_ a` co wu US L CM CD � O Q C U o m c (�O T�t v c ■� N r N r LO y d o z a U Q p JOB NO : 20-6220 SCALE : AS NOTED SHEET NO. 2 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS E E E MINININININININI �n I- 170 IM-11MUMMIM-11 IMEMM-11 14'-0" RIDGE VENT 12 5� 12 �5 - - - HEEL 12 5� F4 - T.O.M. - HDR HGT. TEXTURED - CEMENTICIOUS FINISH ON C.M.U. (TYP.) J - F.FL. • -------------------- FRONT ELEVATION — Al SCALE: 1 /4"=V-0" 12 \I5 15'-0" RIDGE VENT Mt. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1'-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. TEXTURED (TYP.) CEMENTICIOUS FINISH ON C.M.U. (TYP.) k/ 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS --Tr1M ------------- a ---------- ----------------------------------------------------------------------------------------------------- 11---------------- J----I LEFT ELEVATION — Al rr =1 r-0rr ROW N U �w P PROFESS\O 'J/7'rJrf111111101 % \X To fhe beat of the Engineers knowledge, information and belief, the structural plans and specifications contained within Itiese drawings comply with the 2017 Florida Building Code - Residentiai 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engin er's signature and seal. 0) W E o o 8 _J V Q a n act m LL 7 G) % J W t» fnr F.� LL LL 2 Qj CCM M lL ' rn ° C1 CqLLLL' a iz Z M Of o o f- tE4 m to -0 W 0 a G L M � N O N N M Z J °U Z aa❑ W R Z � Q J Z CC - . -J O V •U w W OW 1.41 m t _. • Q Fl �n M w M J U_ Q Rio z -o° �y44y;; �F Q O N V ° go 00 z ��°a (V �O ir ra WM CO J K a g w g wLL W �W WTv U $ $W �� i8 rc, r �< 03 V J nL' W tc W \ / m O m CEO �o M o 1 N .� I J O r— r U '0:z E c N E Q m a v ¢ o JOB NO: 20-6220 SCALE : AS NOTED SHEET NO. 3.1 A. CP A 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. 6" FASCIA (TYP) TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) F.FL. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) -10" ,,�.: ��- 6'-0" 15'-0" RIDGE VENT 12 5� -EXTENDED OVERHANG Tt BE CENTEREC ON DOOR 12 5� 4' OFFRIDGE VENT 12 �5 REAR ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1 /4"=1'-0" T.O.M. HDR HGT. 0 a0 00 CC F.FL. 12 �5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------- 2'-0" y RIGHT ELEVATION - Al It=1r 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. i 'ooMIlilt BROWN Q- r' •SE• ••' U \ . z��/���� R O F E S 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. a S 88 � Q r CV aCu� # cc LL •� � T iA J ik W iii 'C � r, — R LL LL 0. ,; M M S tU rn a Z J LL LL s od 0o° =c £� 0 m Wm coo of W�re� op to T dC ¢a coQSy �j� N Z U , °0 � z ❑00 W 0 Z� Q _ ri U)Ila N Q) - N 1 z U j� fa w W O w) $ (4) to m w U c Q � • a) M I E E io ao cEa gip'o as wo � V &J N@W= ra C C8 ' o iz > z gw O V U �a� � LL r�r� § F S MI5 aO o V ro \W / .� 0 _ C ir3 0 T O m cc T O LO T I r- N to T E Z c a E Q 0 d v JOB NO: 20-6220 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 1" CAP = CAP 2" f2" *NOTE: T = 1« N N FOAM TO BE USED 1" RADIUS--,,.A ADIUS ONLY WHEN - 1/2" RADIUS `� io REQUIRED BY ^ - 31/2" RADIUS M ENV COMMUNITY ^ _ N co SPECS. IF NOT, _ 1'_5a' - 1" 2" OPENING VARIES 3/4 RADIUS DETAIL TO BE BUILT W/ STUCCO. 1/2" RADIUS N EDGE OF 1" 4" VARIES - C 1� 104 J.— OPENING VARIES _ c 2" VARIES ce) It 12" VARIES 1 1/2" RADIUS 4« 4j« 2- 4" 2 1/2" RADIUS j43 �aW�-VARIES 1232" 113j3«2« Z« 1" 1" 1« BASE BASE a« V-$« / o N 1'cMo -0" N I I o *NOTE: VARIES 8" 2" FOAM TO BE USED ` 3„ ONLY WHEN _tD REQUIRED BY a COMMU N►TY SPECS. IF NOT, 1" OPENING VARIES 2' 1« V-41. DETAIL TO BE ZIEBUILT W/ STUCCO. EDGE OF ki OPENING 6« 0- 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these 4" 101, N " dngs comply �lding CsaResienba Bth Ed �Egineer's signate 2017 Florida ure a el is only for rn v the structural engineering portions of the drawing pages bearing 101, 6" Engineer's signature and seal. 2j, N W r a o 8�� te T 11 a y ch C7 W N O� �� di CQ N N LL LL d c c J z z N LL U.a a0 W S C 2" 4" 3« „ N w_ w_ = W � rn a 51 N 2 2 'M Z cc N O W p N 0 c j N M Q U J 9 / W OU ❑❑❑ I i 3« � 1-1/2" THICK Q z `" i z 5Z« V-5„ «93 jjj�4��"�yyy o i�-�—i '� 'I N v 4" 1'-4" 3" I I f I = N z-8 a _ -8 �_ � III �Wg ij— f2l 1" 4 VARIES VARIES .0 c g �« cD � LN � ti Lu VARIES VARIES c �Q Moir Q c4 Y C I N o ` cm 1 T p=�v+ 4« 8« M Z 3 3 6" 4" KEYSTONE F11 c = KEYSTONE F11 00 a Q N N p,1" OPTIONAL T OPTIONAL Q E =o N 00 I !� N c=o - v °v 3 EN L3- Woo=;o �Na, Rroa I 4" GARAGE DR. OPENING 4" 4WINDOW OPENING 4" m 2- chva�i " NOTE: Z N J z • INSTALL OVER STONE, TYP. 2,o = VARIES • FIN. TO HAVE TRADITIONAL a 333 83 w o E• LOOK & SMOOTH FINISH W 3 k • • • • OACCEPTED MATERIAL IS o coA co t1 NOTE: `t • FIN. TO HAVE TRADITIONAL LOOK & 1' 4" o SMOOTH FINISH 1 " 1'-6 " 1 " 1 ' 2'-1" LatN 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54 1'-1 54" j d" 'J cg T-8" 7« m i 4" T-0" 4" iv o 1 « _ _ c� 10" 1'-4" 10" � > N i = ioVCD Eo QO <D z� N 1 r ;tEO A N ` Q C o 0 1" _ N CL cc ," F— no = o o Rom; T o r s .N r N0 LO tD $ o0 q cEo r 6 a Z co •, F� E O v ui c N �sra U _°-r Q p 1" 1" Rrph 12" JOB NO: 20-6220 SCALE : AS NOTED GENERAL NOTES: SHEET NO. • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) Y • ACRYLIC SAND FINISH r 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 FIZV- DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 10 s14 copper to Vhts & outlets NEMA 1 d12 copper to 20 amp ckts 200 AMP 10 It p10.2 copper to WH 10 810-3 copper to Dryer METER M T n r 210 or 4/0 SER Alu 200 amp 150 amp 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. WIP GFI DISC. H.B. DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnn n=o eocrre Q EXHAUST FAN f -- I VERIFY LOCATION GFI ELECTRICAL PANEL _ ` Qr EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) RECEPT. CH CHIMES (OPTIONAL) FOR ALARM VERIFY METER SYSTEM LOCATION WITH I-[B]P PUSH BUTTON SWITCH (OPTIONAL) BUILDER F0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR @ CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGE# -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 89 (1) PHONE LINE, (1) DATA PORT ELECTRICAL PLAN - ELEV-Al SCALE:1/4'=1'-0" 0 N 0 N ri 0 rn 0 To the best of the Engineer's knowledge, information and belief, the sbuctural 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 end seal. W o�p N g 8 N ik Q C CO 01 S J;k W W y�_L3 LLJa LL M M Qej W Cn to LL LL a a ��� Imo N CO m T. LLW CL tD O G CO CN ih Z) aJ Z Q ❑❑❑ W 0 z N � z z J ri- v) - N z �-J V Ottt g t/1 Y N � 0s ev_ � ~ C 8 0 CD � M y W LJL ao S. g >o Z® RV oa UO IT p oa 0 2 Z of0 ?=wz �8 a: M0 � C C �� NO iLL Z J a 6 Y� z N 8W !° U a W +Z 3 oLL � w C JW ax ifl Fr °H O �C%4 J W m m \ m a O O) M N O (.0 _ o) ci E r N 0)0 z M c E O W �, M a. U _ Q a � JOB NO: 20-6220 SCALE : AS NOTED SHEET NO. 4 ��� ��� s 0 T Fn o- ZONE-1 N ATTIC SPACE ; ° I I' I II ' io 1 ' I' 1 I O. I" I I w a O O ' � T N I LO RIDGE . II 1 I 1 I' I 1'-0" I F1- W N I > 14'-0' RIDGE VENT ' o 1 RIDGE �������,—������ II 4 II I I' 1 I I •I II 11 I 1 1 I 11 /l ' I 1 1 I I I �\e ` J N Ie- "I I 1 I' 1 I I II I I � I� I � I " I y� I I I O I I I ROOF PLAN - ELEV-Al- SCALE: %4'=V-0" ATTIC VENTILATION CALCULATIONS - Al (TRA) General Notes ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED ROOF CRITERIA: • 12" OVERHANG U.N.O. 1/150 Rule Ridge (No Upper Ventilator 1/300 Rule Vent Amt Off -Ridge • PLUMB CUT FASCIA ROOF Req.) (Must Provide Upper Ventilators) (Ft) Amt. PITCH PER ELEVATION 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 Ventilators ventilation vented be provided SQ. IN. of SQ. IN. of See Elev required soffit ventilation soffit by upper Ventilation Ventilation ( ) needed required needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 (Zone 1) 435.0 138.0 '"'NOTE"* GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. • **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. Z. 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 O shingle -fashion in a manner to prevent entrCD y 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 windowldoor openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills, 2373 SQ. FT. RIDGE • 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 maybe 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 15'-0' RIDGE VENT . (measured vertically) below the ridge or highest point of the space , with the balance of the required ventilation provided by save or cornice vents. w "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Speafications) O • RIDGE VENTS - 15 S0. IN. OF NET FREE AREA /LINEAR FT. • OFF -RIDGE VENTS - 138 S0. IN. OF NET FREE AREA /UNIT :12� SLOPE04 • SOFFIT VENTS 7 S0. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the I ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood ' preserv atives per the manufacturer's recommendations. 5:12 SLOP a General Notes 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 maybe 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 ,4q��j\��tilltt / I�tCilfl 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 - Residents[ 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W � o � — N � � � N lJL ao 'j tI) W i7 M Qa) � W y �LL 13 C c NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN r1/8" SAWCUT x 1/4 SLAB 65--0" UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON 5'-4" 1,- " 3'-2j" 5'-0" 5'-0" 5'-10" 3'-10" 6'-0" 6'-0" X-10" 2'-10�" 5-1164 5_pV-4 REINF. SEE PLAN.- FOUNDATION PLAN a � w� H,B+ LU UPO@ 1 STORY S3 --- ------------------------ ...................... !1• � r , v ■ -3 1 /2" I I1 = I \�� I I--------- SINK / DISP { I = in �' L I I D.W. I p p I I{ I S3 T S3 L— — L---J _______ I CHASE TO IS D L11F- �� __-- ___---_� --- o I 1I I TYP@ 1 STORY U.N.O. STEPS AS REQUIRED ■ PROVIDE 1 Y2" RECESS CJ L - - FOR SGD. REFER TO - - - _ - - - - - - J CJ OPT. REF. -7- CJ ::: '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: CJ, ; : '.'.'. CJ - I ::.' 10'-104" ■ PER FIELD MASON'S SLOPE FOR I KITCHEN ISLAND ; CONDITIONS WIDTH �i� LOW WALLS •12'-10" 4'-0" I 16'-10" INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM — — — — — — — — — — W/ (1) #5 REBAR VERT ABOVE SLAB ::::::::::::::::::...::::::::::::: ......::::: J— ■ ■ ■ TYP @ ALL PLACES SHOWN I I 0'-0" TOP OF CONC./ PAVER T BE 4" ■ ■ 2 #5 REBAR () HOOKED FTG. DOWELS 5" EMBED I HVAC CHASE BELOW FIN. FLR. 4'-0" 4'-4" 4'-6" VERTICALS wAin W/ 25" EXT. ABOVE SLAB "GRADE 40 STEEL" BASED ON PROVIDE Y2" 9" SLOPE, I FILLED CELL LOCATION x 1 \ 1 RECESS FOR FRT. POOR = I L I \ \ , 2 -6 x2 -6 X1-0 FTG U) S3 25'-1�" 9'-51g" 2 W/ 3 #5 E.W. ( ) I 4'-4" v 128 o> I ���� .... ..------- ■ 4 :: I CC — (2) #5 REBAR r 00 TYP @ 1 STORY 3T S3 '- U.N.O.I 7AHU\'11,I S3 VERTICALS w/ in I I c131 1• FILLED CELL I 2'-6"x2'-6"X1'-0" FTG (V _ _ _ _ _ �� ; ^ X-5" 7,-1" 2'-6" x 2'-6" x W/ (3) #5'S E.W. _ `a r (2) #5 REBAR w/ in VERTICALS I W/ (3) #5 E.W. G 3 1 I#1'-10-3'-6- �.� . 1 -31/2" o PT. I SLOPE FILLED CELL ■ .......... J........... . ................. -.-_O-PT- -D --- 5'-3"-S I O <'7 I N ;r A.■ — CJ :: CJ — CJ q • I 3-1/2" MIN 3000 PSI CONC. I I 2'-7i" 7'-10" 1'-I': ' EDGE OF SLAB 2" SLAB FOR HERNANDO T, BEYOND WALL I COUNTY ONLY ( J N 3-1/2" MIN 2500 PSI CONC = G S3 'r' SLAB OVER 6 MIL VISQUEEN I ; ^ I I -- I I VAPOR BARRIER tV 35'-4" � 20'-6" BUILDER TO ■' 0'-0" I 1 ; ; I PROVIDE I (2) #5 REBAR I ; : I APPLIANCE VERTICALS / to 4'-0" 12'-1" ' O PROTECTION PICK I FILLED CELL W.H. WHEN REQUIRED � L--------- � � PER FBC --- -- -- --------�-' — -- +-- ------J w ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1'-6" A 53 TYP @ 1 STORY U.N.O. 6'-0" 6--0- H.B. 3'-0" 7'- 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" SE �.tq 7 ca •F1O�� r;O" \\ To the best of the Engineer's knowledge, information and belief, the structural plans and spectflcations 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. co 8 V N F2 Li N C', Z8 & rL m ti� # W di Q UJt�L5 n LL LL a NMI W (A `JOLLY` ° a t9 Z _ul-ao =� Imo m Wr�i�°jO1 J o cc o N Q U J W v ❑❑❑ z a � Z U - 0 W g N c . —in �o CCn w LJL o_ o 2520 Z0 Q t� r0 �1 U w� OV Z Eas � �z wg 1 �z WZ w L r0 N C < p m 0 oLL Z - C: �r�yfi O Y g WCL ww �Z Z �w �5 o o dN"' _-.I ^L1 W .-. > T- o m = ca Cfl r O 0) N O r I i. (0 T N 0 r _ N o z E 0 E d co c a U 0 Q tM JOB NO: 20-6220 SCALE : AS NOTED SHEET NO. 6 ,L_"-' - m -_ -- I — UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8- 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -1Od 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 xl-1/2 J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD38 * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L HD5EI* 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 TOX10 10140 -- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** -- 8- 10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-1Od x 1-1/2" S MTS16 990 860 14 -10d x 1 1/2" MTW16 1195 1 1005 14-10d x 1-112" T MTS20 990 860 14 -10d x 1 1/2" MTW20 1195 1005 14-1Od x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 1 10-10d SPT22 735 8-10d SP2 1010 605 12 -10d SPT24 1090 12 -10d HCP2 590 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)10d 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 (+1-6") *FASTEN EACH (e) TMH 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 t#2 OR #t2 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 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: Y4'=1'-0" �D. 0 ^•* %` F . . *;s �O+- Q y� To the best of the Engineer's knowledge, information and belief, the stnudural 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. i o& E C S 8 N �i ro pikip co C1 Q inF�L3 rL a M W N aj MLu LL d 1 Z 0t J W NNE m 0 0 o Z IL _'O' _j N coto 8 _j M aN W 6 U 1— ❑❑❑ 0 9? Z N � Z z rz Q� Z -8 c� -8 C1 _ W 's ( ) M O �V) V) N w g c N = m Cn X w _. _ zr0 Q O co a w E Ep o oz � o® Q '6 fv F_ �O om U8 ]O O E O � N 04 �o ° a w0 O &Z z W tt� d f6 � � ao mo m0 � z W 10 N g� aw z z z0 aZ W V 3 ao CY mw J O W < Yd N,3 N, o (0 Q o O 6 m r 0 O J 04 r Lfi N d Z c E Q y a tJ _j Q p JOB NO: 20-6220 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load . O a e vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS R OO 8F8-1B/1T 8F8-0B/1T 8RF6-OB/1T© O O �'• O O O 0 8 F14 1 /1T 8RF14-0B/1T 8F16-0B/1T 8F16-113/1T i © © © ® 8 20-0Bi T 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F32 1B/1T FORM & GROUT SOLID (V Q O ems- J U 0 J5 BAR CONT. 8F12-1 B/1T "WLINTEL DETAIL SCALE - N.T.S. F TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY � w x 8 F 16- B/ 1 T g tNOMINAL. LQUANTITY OF WIDTH#5 WIDTH REBAR AT TOP NOMINAL - HEIGHT MATERIALS c'�preca lr-rrds = 3500 psi. 2. rc prestressed fettels - 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximrun 31W aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 pat. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 . MIN. BAR 1)RE AT TOP (1) RQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° e 0 e G .M.U. #5 REBAR AT TOP 44 e GROUT MIN. (1) REaD d 1-1/2" CLEAR , e n Y C.M.U. S2 ° REBAR AT BOTTOM OF = y W rL y Lu - d LINTEL CAVITY V X w o -BOTTOM O V REINFORCING PROVIDED IN LINTEL Z 66 p w F •' C1 3 m iREBAR AT BOTTOh Z it i� n �o �, INDICATED 7-5/8'ACTUAL NOMINALWIDTH (VARIES) to :J--#.5 16 GAUGE POWERS STEEL BOXED LINTEL LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Rater to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O O 4'-6" LL 4'-6" LL O 6-10" LL LINTEL PLAN - ELEV-Al SCALE: Y4"=1'-0" 1 5, 10 SE�/y�' To the best of the Engineer's knowledge, Information and belief, the structural plans and spedtications 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 ZN g cii NNN LL LL d aj M F1 W N JLLLL ° a0 " Z s �� 0 W i- 1� m O Wr1n�O�jO' m ao� Z ums co ci Z 13ILW M °U Z ❑❑❑ 0 z Z Q � a � Z to a) �4-J CD O V) 8m "' N c 2, u C) w 8 _ _. Q Cl) 7d LL. O ao � R Q E ni 00 V Z _Q.ZZ N 0¢ °d o o Ott W � CO C - C 1 m $W } N '. � pO ~ � Z� W � g� 4 SO U TW 2Z �05 ^ NJ � 2IW 6 sFs U S > ns 0 < C U a.^' m a `©`^^ W T"— O (V O T O E .o. eEa c E d U _i Q p � JOB NO: 20-6220 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE / CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. S ENTRA 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 H MAT D COPPER ARSENATE C A WILL N LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL AS OF DECEMBER 31ST, 2003, C RO E CO E (C -C) O SEVERAL NEW PRESSURE TREATED D ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW CONSUMER USE. SEVE SSU WOO PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS, INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 1012). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Xi 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 ITHIN 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, SCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-128, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE 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 ad. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 2. 1.3.O ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER F R R PRIOR T RECORD 0 0 THE COMMENCEMENT OF CONSTRUCTION. 1 3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE T BE SIGNED AND SEALED BY A 0 G ED FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C., IMPORTANCE FACTOR "1" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2• LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 Y" GROUT FILLED MASONRY 3� 74" 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. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA CRITERIA. 4.2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE - "C" (FBC-R R301) 4.2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. +/- 018 ENCLOSED BLDG INTERNAL PRESSURE COEFFICIENT= .) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II RDESIGN MID -DEPTH OF SLAB. F BERIN. M SCEMENT H PER MIIXFMAY E USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN V-0" OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALLSTEM 140 MPH + 29.7 PSF / -39.6 PSF END U.N.O. (END) WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI CONSTRUCTION MINIMUM. GARAGE DOORS (V =140 MPH) 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +25.2 PSF / -28.1 PSF 4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING EXP 1 OR STRUCTURAL 1, IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE D USED ERR 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SUCH SHEAR WALLS SHALL BEAPA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN GREATER SECTION PROPERTIES. LACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS SUBMIT SHOP DRAWINGS THE ENGINEER D. THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF TE A IN T THE 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 13/8" SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH TRENGTH BOLTS: ASTM A325 MACHINE BOLTS GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / ACCESSORIES SHALL CONFORM TO: Fy 2 ITH G90 4.5.2. SHEET METALCOATING NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. -87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148",16d = 0.167. CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE "J" ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc= 2,700(PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re4rispection and mtment 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/sprinklersystems induding �all risers and spray heads shall nit be installed wi�min Vof the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made 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 dilutipn. If rainf II occurs before vapor retarder placement, retreatment is required 9. FBC-R R318.1.5 - C ncrete overpour and mortar along the foundation perimeter must be removed tie �ore exterior soi treatment 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewa is. 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 compiance must be issued to the buildi department by a licensed pest control company before a certificate of occupancy will 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. llrrrar►fit WN N •• v CEO Q r r . r F L• ROFE SStO ` �°'�'�r�rrarc►II��t�`��`���� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. `� g g8 �;9 a J *k di rnbcp� W M M �i ej W rA `13�% �LLLL aao rn _ £M� moo rp r, r0 r, M IL z NO NZ 0$y N Q U H J W U ❑�❑ z � z J z LL 0(1)- E � N (� C) V C) - � O W c `9 T 0 co W M z O Q E 3g g z0 Z ~co o E oo < W rc �U 0g Q) L ❑ J "�� C cps StYJ �0 OLL J b �Z N a� f $� 0 z �W W LL cc et ds $IW ^ ao 3 J � W .� C9 _ � r c N/ c0 r 0 o CD .� cV J � r LO ai C '� T N � z Z 0 a U Q p JOB NO: 20-6220 SCALE : AS NOTED SHEET NO. S N CORNER OF HOME GARAGE SIDE C� w J m ROOF DIAPHRAGM NAILING SCHEDULE PinrF i INF t + + + + + + + + + + + + t + t + + + + + + + + + + + 4 + + + + + + + + q + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + t + + t + + + + + + -0" (TYP•) 6 0" 6'-0"+ + z ++ + + + + ++ + + + + t + + + + + + + t + + + t t t + + + + + + t + + + + + + + + + + + + + + + + q + + + + + + + + + t + + + + + + + + + + + + ra + + + + + + + + + + + + + + ++ tt+ +ttt++++ t — 15/32" CDX PLYWOOD OR 7/16" OSB `—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 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 2 x _ + 5/8" or 3/4" wood panel —T— 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap r FILL CELL STD, 90° HOOK BOND BEAM w CONT. #5 a STD.90° AR > I HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN 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 above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small 2" min. 2" max gap • � 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 filter blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails require w when web stiffener 4" max. required when indicated or 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., cinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. Up �it an 1.rinnih SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16 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 000 5'-0" STUB -OUT FOR 0 1'-0" o o to GAS METER = 4 8 0 0 (V = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 1 U-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" 16" O.C. 19'-3" (1 SIMPSON HTS20 OR 4 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2- X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I Inn T' 11 Nil nails at R" nr. V/ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch Ild or drill flanges t El I. 6,A 1Y" ROUND HOLE MAY 6° 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or 20 beam below Load bearing wall must stack over blocking and wall or beam below.* 4__ Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 8 1'-0" V-1" 1'-2" 1' 2" 1'-3" 1'-3" 1'-7" 1'-11" 2'-4" 2'-9" 3'-2" 3•-7" Any 16" joist 12 l'-0" V-1" 1'-2" V-2" 1'-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" Span (ft) 16 V-0" V-1" 1'-2" 1'-2" 1'-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 V-0" V-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" W-11" 6'-11" 7'-11" W-11" 24 V-0" 1'-1" 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'-4" 9'-0" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BC15000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d - 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 BC160s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI900 -7/ " 3-16d 3-16d 14' 5-16d 5-16d 16" 6-16d 6-16d SIMPS( w/(22)' NAILS 1 5/81 THRU BOLT SIMPS( w/(22)- NAILS 1 R TRUSS OP PLATE Lf TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist 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. Backer block (12" wide min.) Nail with 10-10d nails. \nstall tight to top flange. Joist hanger \ - Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. k/4%2"gap—_, Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height —� requirements 0.6 X Joist 0 _j ° depth A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM � • SEE PLAN FOR---'•• • . • • FOUNDATION INFO ' n .4 d' • STEM FOUNDATION I —GRADE r- REINF. SEE PLAN LA/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. 9 LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 1 IMr- 1, /1"•P1T1/1 A l TI lr%t 1 P-L Ir% PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE q d d Z \ • ° • d • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d° d di d° G ° n °• ° a I -JOISTS BUCKETS SEE FND. PLN. N.T.S. SIZE & REINF. N 4J �=•`Q' r•NSE •. •; rC Fj I�OFESS10; rtft1n11� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential eth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q 0 8 — V Nycy #mu".. 0 J W Ci 7 tonQ u- LL �- 6-, lh W rn a 0 �LLIL a Z s�'s iz0o �- Q _Jo d Z tL L� ZO d N Q U - W z N 01 z � z 9 E3a z Co 4--J (0 . (a N Oby c V) �N � c3 _w Cn M W M J " E i 9sf s z E° F rd XU W so Z E °<�rr ao �Z r6 O Eg C WU Z W U ?� >� J n� v, I! W C� Q CA CD W r O J N O r LO I i T 04 ro .4 r N 6), y o Z Z � cc E O c y 42) a; Cd c a U Q p JOB NO : 20-6220 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INS 5/8" OR 1/2" HIGH--` STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR j PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. x n n 2x P.T. PLATE 1/4 DIA. X 31/4 1 APCONS @ 24 O/C & E @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) A4 WWF OR FIBERMESH PITCH > 4:12 ►a - (2) LAYERS TYPE I OR TYPE II T • (#15 OR #30) UNDERLAYMENT - °' . D ' ..► z? FOR ROOF PITCH 4:12 OR LESS. T PRE ENGINEERED WOOD _ TRUSS @ 24" O.C. U.N.O. - - HURRICANE ANCHOR @ EACH ;TRUSS (SEE UPLIFT SCHED.) W/ 8" - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING ,SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 - - INFORMATION. ALUMINUM DRIP EDGE 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 12" N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. -�r �r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %' GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7116" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < V-6" , (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TID WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT:1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) — 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION SLAB & BLOCK SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO (ALT:1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE ELEV. 0'-0"OIL OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 211 x 6 W1.4 x W1.4 ATTACHMENTS 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH ELEV. -0'-31/2" z31/2"MIN. I 31/2"MIN. A.F.F. p • • •' • ' • u- • o =1 L _ ► • . -1/2"(min.)-4" • 1/2"(min.}4" ► • N rr rrr 0 • rrr • - •. 31/2"(min.) - 4" (2) #5 CONT. 4„ 1'-4" 8" (2) #5 CONT. 411 14 8" U.N.O. MIN. U.N.O. TYPICAL BEARING WALL C@ STEP SHEARWALL C TYPICAL BEARING WALL @ STEP rCC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 CF �\�OS�OVA EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" O/C 10 M�r"N 7 SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: 8"x8"X16" KNOCK -OUT 2 ROWS OF 2x BLOCKING THIRD POINTS APPLICATION SEE SECTION C/S3 FOR BLOCK W/ 1#5 CONT. 1"x P.T. STUD () taQ FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL (10)10d NAILS 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SPi w/ (10)10d NAILS @ EA. STUD SPACE ANCHOR TYPE "S" MORTAR (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] 'SIMPSON SP1 SPACED EVENLY 2X PT PLATE #5 REINFORCING FIBERMESH BAR a BOLTS 6" MAX FROM W/ (10)10d NAILS WEEP SCREED INSTALLED ARCHITECTURAL TYP. T 2x P.T. PLATE PER MFR INSTRUCTIONS Lu END OF 2 t. PLATE FINISH ASSUMED FINISHED E #3 OR #4 REINFORCING BAR - : - > J 6 FINISH GRADE ;0 WALLBOARD- • • • • ' I Ilir"'�11=1c ►�1=► _ [GRADE.� .r CELLS(SEE FOOTING MONO SHOWN A!!T! FOUNDATION PLAN FOR CLARITY`-'U.N.O. 6 MIL VAPOR BARRIEI:�Za, '.II_.�II •11=11= hall. • " 11 'll=! Fonj E (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT, s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) c E 6x6W1.4xW1.4 = WWF OR FIBERMESH r • �. 1 �111�11�--Ilell 1 x4 P.T. BASE NAILER - - - - - - z ° '- I #5 LAP SPLICE (2) #5 CONT. 4"x4" INSPECTION o° I=1 I I-III=1 I I=1 I I=1 I I=11 2 NOTE: g I I F I F=III=III=1 11=1 11- N " PORT AT EACH COMP. SOIL. (COMPACTED TO 31/4 BASEBOARD FOR BEARING WALL 1=III=III= I 1=III—I I (=1 '- FILLED CELL TYPICAL _ _ _ _ _ _ _ _ _ - _-1 95% MODIFIED PROCTOR ASTM - - - MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY _ - r, AT GARAGE CONTRACTOR I I=I 1=1 1=1 I I=1 11=1 11=1 11=1 11=1 11=1 11=1 I I=I I=I 11=I 11=I 1= D1557) MIN PSI MAY VARY PER �' TO CUT BLOCK ORPOUR -i 11-III—I 11=1 11=III=III=I 1=1 1=1 I I=1 I I=III=1 11=III=III-1 4" V-4" - - - - - - - MUNICIPALITY. CURB DUE TO SLOPE I-1 I (..-i I —III I I II III ;III I I I-1 11=1 I I— i— CONCRETESLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "- "- " "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 c I SLAB INFORMATION. SLAB INFORMATION. E!�t M • ► •► [ O0 6x6W1.4xW1.4 ► °Q 3112" WWF OR FIBERMESH 6 MIL VAPOR ► _ ? min. 4" BARRIER D; p �r 1 N • a . GRADE r = COMP. SOIL. • ' (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4- (1 STORY) STD. 90 HOOK (SEE ON 3" CHAIRS TYP. 4„ V-8" (2 STORY) DETAIL U.N.O. ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 PAVERS O.H.D. RECESS tt z t• z — SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' "(1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' GARAGE DOOR SLAB RECESS J•1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. No -11%11ME11M SUNNI11 _ • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESSIT E cn Ch y' 4" _ _1 T SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS K�j SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 01-011 J CONT. BEAD SEALk Q INTERIOR � 'A -31�2. q CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB .m e z ci Cn 6 MIL VAPOR BARRIER ON 3" CHAIRS 36"MIN. LAP [36"MIN. LAP] I_— :::] 7 10" (TYP8" 11-4" 8" ) 'xxx #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR IES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ° TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN °Q n ° v ° pug M c (2) HTS20 FOR STRUCTURAL r E BEAM SIZE & CONNECTION INFO PLATE M I I • DcaP.T. I 2x4 #2 SYP P.T. FRAMING w/ 7r16 MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" o.s.e. z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 COLUMN LOCATION Q i SEE TYP. WALL SECTION FOR ADDITIONAL Iw 6x6 P.T. #2 SYP SLAB INFORMATION. o W ABU66 SLAB STEP & RECESS S.G.D. KM SCALE:3/4"=V-0" S3 -2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING �-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL .-. EXTEND FILL CELLS TO FOUNDATION PAD a !. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT .E 1 6 x 6 W1.4 x W1.4 it WWF OR FIBERMESH '- -A. cht -��, SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN wl MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) CONT. FOOTING STEEL oo ? GRAD -___ = W 4 —ICI—ICI cs �- ° Z w-) I -I D a w W111�1=11 MAT REINFORCING. r ' IM a a _ a _ _I a• I=1 I I=1 I I-1 I I=1 III III=1 11= I w 1 Z 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 • • �® 1 1 AI • •MMUNITY SPECS FOOTINGBEYOND PAD REINFORCEMENTJ 3" MIN. CLEARANCE �i��i� i�i�� •- -- ' r�- - :{ivy i�'q� • PAD � N (SEE SCHEDULE) FOOTING WIDTH COLUMNSEE SCHEDULE TAPERED • COLUMN ,,���11111t1il1ffy/J��' •NSELr- r- • •�. J �<' U Z, O 41 /?CFESS1pt� 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. s 0 �8�N 0 Q � f`cc aaND LL , ,n O) N _J � W N IrL N 42 u_ 12 0. a W N `Jou,LL a'� Zm 0 c Y, I goo, W �.g m m o M N ILin N O �$ (_� N M 5 W° Q h 00013 U' z cm zo z a a— d N — N N 4 C1 [0 .Uo� W O-� N W 8 Ly N �NCO LU �o U 39 • �0 N s� o M M W LL E zo a Div 0 Q F- CL �U Z N fO ate 0 W p p 1y m N C: o Z z N 2 SC �w ZD a� Mu Q N JJyWy Q 6 ��" ii� �ID 0E .R 03 dN'• J L > 0 0 C /I� m T�" J N f� N W T (V d z E 10y c y c 0. U Q p JOB NO: 20-6220 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3"DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY IS 1 12" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS .1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL / INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (Np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)1Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)1 Od 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 WI J/ = STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL KIS4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. LSEE PLAN FOR FOOTING - DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN CL EXTERIOR J WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D �,S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT d V d a d e d O d 4 C d d 8" STD.90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. Q OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J o FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOC GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGEFLOOR _ TRAVEL DIRECTION OF GARAGE DOOR F MOUNTING BASE DETAIL SCALE: N.T.S. e SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK d 8 e d 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. Sic A�NOO`Y �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 1 Od x 1 112" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -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 NnT TRANSFFR I OAD_ 2x6P. J-BOLT TRACK BRACKET FOP 1ARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) 3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 \—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE ' 2x STUDS TYP. OO OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SIM SON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD L MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E SCALE: N.T.S. S4 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 1Od @ W O.C. (14 " SPLICE NAILS TOTAL) EA. SIDE OF stBy SPLICE STAGGERED Od @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ Yl6d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LEIS SIMPSON C SIMPSON SP4 SP2 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w ri T C0 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" '' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o • • HTT4 w/ (18)10d NAILS (3610# SPF) ° e • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2"SDS (1835# SPF) ° o • • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1l4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT G • 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:IS S4 SIMPSON SP4 2X TOP PLATE OVERLAPPING ROOF TRUSS ABOVE /_ 2X BLOCKING - `NAILED INTO (2)16d TOENAILS TRANSOM 10d NAILS @ 6" EA. BLOCKING TRANSOM FRAMING FRAMING STAGGERED 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR 2X8 WALL ABOVE - ADDITIONAL DETAILS SIMPSON ENTRY SP1 K.O. BLOCK W/(1) J-BOLTS @ 24" O.C. #5 CONT. & RECESS SIMPSON SIMPSON MAX FILLED SP4 SP4 LINTEL 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-O" O.C. MASONRY WALL 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SS Iq 1Od NAILS @ 4" STAGGERED A 1Od NAILS @ 6" O.C. STAGGERED NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON `SIMPSON SP4 / SP4 a d as a 2X8 P.T. BOTTOM PLATE D 5l8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. ., c�`Illlrttu < J 0" ^ =U4. ••. F �.o-.••— 64 Q�OFE SS10� 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 - Residentiel 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 g 48 R`° N V 0 ? � d # J *! W 7� W rn ;��2 a LL n. M M Qaj W ' rq cJaLLti aa� = _mma 000 jO N cp m m '-r a c 2 IL 'sM0) oo to N Z 5 0 y fh O MZ V z N V J oa❑ W 0 z J a ! Co Ov (D 4.- W J_ U Or,r N c m W � c t �0 � M M W Z J EO Z� f a® E Sif o E a�a Xg o< �o so &Z Z N (C 9 L °d 10 w Z C _ C ao YUU NO m0 Iff O LL � i z 8 U w y WT U o �L o z � ? w g� >� J W .` C0 _ > T Q o /P, m co ` o (7) T N VI � T T c 04 V/ N o Z Z E CD :3 c a U � a O JOB NO : 20-6220 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & 1/4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER TOP CHORD SHEATHING DETAIL BLOCKING FOR • FIRST FOUR BACKNAIL w/ (2)16d NAILS 2"x4" SEE STRUCTURAL NOTES — OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT'L" BRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" EDGES OF 2x4 CROSS BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE @ 8'-0" O/C. WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO • 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" 10dX3" @ 3" 0/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 2x4'T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" 0/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ' O.C. @ 48 MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"X21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP O.C. MAX) w/ MIN. 4" GABLE WEB WEB, USE MISSED VERTICAL 36W/() SECTION 1 EMBEDMENT IN KO BLOCK SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"X21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J iv SEE STRUCTURAL ON SHEET S5 FOR " NOTES AND NAILING X-BRACING, AND TOP N SCHEDULE FOR CHORD BLOCKING `� SHEATHING DETAIL INFORMATION 1 1 -1/4- 2"x4"CROSS BRACE WOOD TRUSSES to ;° ;° APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2)Ot AT 24" O.C. ON TOP OF 1 12" 1 1 2" 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS 2x4 PANEL BLOCKING ATTACHED W/ 2 -16d AT EA. TRUSS JOINT " " (2) 2 x 4 LAMINATIONS W/ (1) ROW " " ( (3) 2 x 4 LAMINATIONS WI 1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FI 48" (4)O/C FOR THE FIRST (4) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. LG @ 24" 2x4 BLOCKING L CKIN (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & O/C TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) F NISH " SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHING DETAIL 7 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4„ MAX ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT WI (2)10d & (2)10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD (2)16d NAILS END TYP. TOP & BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x BLOCKING VI►/ (2) 16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4'7" ON TOP OF PANEL SIMPSON H10A w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d NAILS • 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS —1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL 7 BLOCKING, FASTEN WITH 10dx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" BOTTOM ATTACHED w/ 2 10dx3" 4" O/C SDS SCREWS TO TRUSS & (4)1 /4"x3" () «0 SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD SIMPSON H10A w/ (18) DBL. TOP PLATE CHORD SLOPE OF ADJACENT STUD WALL SEE TYP. SEC.) TRUSS) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 10d x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C Nf TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB 1*1 LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD r_� JACK TRUSS / S E PLAN FOR ARCHITECTURAL I 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4'T' ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATIONKDB.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL K"J� SCALE: N.T.S. S5 12 6.9 MAX. 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 10dx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1Y GABLE TRUSS S'S "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) �CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `- MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM10KTAw/(4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. a@ NON - LOAD BEARING LOCATION 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.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO TRUSS & (4)1/4"4" SDS SCREWS TO PLATES (TYP.) -I.V IY I . OCMf111Y1i - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. WW 99 0 a s ✓90� CORNERJACK U W z tr 0 „ HIP FRAMING REFERENCE PLAN z W a 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @748" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE-7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -% CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 04 NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'7' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER SCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S, FOR WIND SPEED SPECIFICATION tff ty���f'i 0 W N z ���`?�o/ F 1,-() .1 OFES5I0 't,f/II11111111"'00 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2117 Florida Building Code - Residentlal 6th Edition. Enoneels signature and secs only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a Q tp pip O g 8- 9 4 Q N� J N"_- SJ_ - LL � W W w� IV N IIQ-M IWrn y -9LLLL -IL oC Wc°n9�°' zS_ 0,OC = N G m J <o� � O 0 y IIr z M Z O N ° �% ❑❑❑ W z J d � W z �_ �U — u- W 0 - 2 in r,., s c N CID M W Z -J LL_ E w z a° N Q® QE z— t� o E I oQ °d U p N m L w WW z>_ d �o .s Q) O N M 0 O t�i a ti ! � � �� HW g � sm p (Z�i W U oLL = NJ N F W ?F [J 01% o W B m d' Q C O o O k /11 m ca r - O o TT V/ .� J 04 r I LO r r N rri o Z Z c E Q Eto y c U _j Q p JOB NO: 20-6220 SCALE : AS NOTED SHEET NO. S5 3 C O O 0 i 0 O IX i i FV— N N E N fi 0 v a 9 N N 0 a N N C" 9 Y 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX. 8 ♦ DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 x4 1 X 4 ♦ #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1 x4 P.T. 3/16"0 X 3" LONG FURRING FURRING ROWS 3/16" x 3-1/2" 3-1/4" LONG X 3/16" 0 FURRING TAPCONS #5 REBAR ♦ ' AND NAILED W/ 8d COMMON @ fi" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TA X8 STAGGERED @ 16" TAPCON. INTO TAPCON @ 16" O.C. & 4° NX8 (n'P,) 1x8 P.T. FROM EACH END w/ MIN. BLOCK@ SPACING „ O.C. 2-ROWS INTO 1 DETAIL 2 EDGE DIST. ATTACH � PER MANUFACTURE MASONRY THROUGH 1-� I2'� DETAIL 1x8 w/ (2) ROWS 8d NALS 11 3 DETAIL D. 9 HOOK (TYP.) j STD. 90" ♦ �I 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. " STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" ( TAPCON @ 16" 1x4 P.T. DOOR JAMB REFER TO PRODUCT 4% r4% METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL0/ NOTE: DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16° � ♦ LAP SHEATHING TO BOTTOM OF BAND TAPCON @ 16" 44 JOIST TYPICAL APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" 1x4 O.C. & 4" FROM EACH FURRING C� END w/ MIN. 2" EDGE DIST. TAPCON i6" O.C. & 4" FROM EACH END wl 2x8 P.T. ATTACH SECOND PLY w/ ' +2�� NOTC FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. wl (4)1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1063" 2x8 NOTCH WEB AT THE ' ♦ INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO 2x DETAIL 2 1/411 DETAIL STAGGERED @ 12" O.C. 3-��4f� DETAIL ±5" FIRST 2 COURSES ' K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �CC F71 LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRA SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" ;. SOLID wiGRour ir 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)1l4"xl 1/2" SDS ° 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d • 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) ; .: 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION ° TO BE INSTALLED 7116" OSB 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. ar' ' •. SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS ..:a ... OVERRAN �' �' •;. BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAI L .:,.. ' CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. a. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN 1 ° 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/z WOOD DOUBLE 2X4 SCAB FOR 2 -6" TO 4 -0 O.H. " NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. w/ °�EigygN TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16ITEN O.C. �FN 1(CENTERED) 11 1 -011 1 5 -O SCALE: N.T.S. SS 12 + + OrN PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS • WITH 1/4" x 31/4" TAPCON (1 1/4"MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT • ° ►. /4" MAX 2 -0 8 TRUSS + + SOFFIT • • #5 BAR . >' D BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + D' 10 ° 4 • ° CENTERED W/ °° IN TOP BLKG. & BUCK 2X6 TO 2X4 H (10) 2X4 SYP L ° °'' • ' o 1 X 4 FURRING NAILS EACH TRUSS > .d KNOCKOUT/ N CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR ° MONO FOOTING ' x SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK - (1) WITHIN 4"J 12d NAILS SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24" JACK TRUSS PROVIDED BY SCHED. 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. EENTER SO IT .► DIRT ? z TO BE INSTALLED 4'-0" MAX SE PLANPRECAST LINTEL •. ° STANDARD Q BUILT UP PLWD. BUCK - 7/16" OSB ARCH PANEL ° PIT HOOK ZN SCRIBE (NOTCH) BACKSIDE 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL "L, 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") , :. , I•"L - �. V:. L, BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ,s INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. `' •' � •" •' � � `' •' � � •' ` � `' •' ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTINGBOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER 1!2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL ) g OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" � z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3" MIN. EDGE DISTANCE g FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE A* 0 A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o n t+ a REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT o a — p - g #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. " ^_`.;." ; `..,::::'..,..., 6 MIN. LAP SPLICE W/ � .> .> v z s EXISTING FOOTING (2) #5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL — ° . v�i &) FILLED CELL SMOOTH. DO NO FURROW. • ° — DRILL 3/4"4"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT - GRADE t+, o � SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. ; ;... 6"MIN >�. . LAP .. �� °. � El G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: ° REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. \ \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS \ �"0 TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT • 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 L16"MIN. COVER EA. WAY A S ECTI 0 N 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. ti — Q ••J, h ''•.,•••F1.9 ��IiIIIliiltl` � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � Q 1p �p pip N 8 N # y N J :* Co LL. J � di aaimM rn N N `- LL fl W 0 LL 1 ow J LL Z t & o o N (O m , W '0 ���p Z Z co N N Cj O 5 W v ❑�❑ o z � z E3 U) aj - N z 0 2 ■ 4-1 u- O -$_ V) c/) LL, c U) (� w U • c � M W Q LL <Z O io S w S Z z® wog o E gz &z_ z N r13 I— °dw " g 4p L •�rp � C �Fo � mi $E z NO a ° y� N a $ ZZ aZ T a LL� = S25 C>CID �+ a U `S CN J ^L .-. Q Je � ' o T O /C11 CO W m mo 2 c O) J O rn IUD E N z Z E O co Y a. 0 Q o JOB NO: 20-6220 SCALE : AS NOTED SHEET NO. SS r L �� 1.�., r--,� �-�•�.�-�--- ..,..� • nT�mv�ns+�ns� � i^� ,f • , �•Ti•f- � �, - ,—,m ,7^ �IiT CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: FRAMED RIDGE . 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY CONYBE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. s DIRECTION TYP. —� -----LWOOD TRUSS -j A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE At VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 7 SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Ok OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END - NAILS TO TRUSS BOTTOM CHORD MIN. (2) 2x4 SPF TOP PLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. OILVARIES SEE PLAN FOR WALL LOCATION �- MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE i]R W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY $ SCALE: NTS SIMPSON LSTA18 w/ (12)10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS 'IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE tOOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR SEE PLAN FOR CANT. COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT KA� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. —� SCALE: 3/4"=V-0" 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 a —SEE FOUNDATION PLAN FOR MORE INFO Al COMMON BM. ATTACHMENT SCALE: NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM J FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `-• MASONRY WALL BELOW: SIMPSON q.. 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 Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING BF V SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)1Od PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS -� OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACHTMASONRYWALL (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACHBLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE C� 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 1 Od NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/---' L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS 11111"j DETAILS &SECTIONS ```\X�O �P•�NS..(0 ;. J o� �� a U v. F IL •� �/sue 4R'••......• �„ ,/"''e'� p. , �IS��;����� To the beat 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. a N 1p p"p � 0 0 LoN N Ci 2LL . 0 c'gn_v LLLLul o. o.13 �a `_° U. LL _Z = o' x r Imo ' (a N �D m W m a 0 aa. � J 0 Li Z 0 D dLQ N ch Z U 0 j Z �U ❑�❑ W � Z M z - N z C1 � U � � w 8 (n c U _ e is z N_ W m U E o �� - g ?® Q O ;✓ U No H C 1 re o a VO U z C_: C14 i 0 = Wz W N =o Y N O 2LL z N J 0� Q W �h W 0_o L) z �k R_ w X, 0CD CO d' ' i�d a 0� >� J L. W .o (O Q C C) .� N .J O r LO T ki T N 0 z z C O 0 M C a 0 a o JOB NO: 20-6220 SCALE : AS NOTED SHEET NO. D1 MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER F RESISITIVE IJ/ BARRIER (ASSEMBLED WINDOW) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING -� REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW 1-L/1JI IILIV 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 # 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 WEATHER JE BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN --� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING i� SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHII EXTERIOR CEMT. FIN. BUILDING PAPER FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a Q water-resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity 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 exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: RELADHESIVEASSHOWN) SE PAPER TO SE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish L SELF -ADHERED FLASHING I � O . � �<�c�a� I � I / \ ( /�-•� 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 SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) E AM SELF-ADHEF J IYII1� iCIL�»71Ie\�I SHOWER SEAT SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER z a cc W a CO W U W IX er 3r O rn SELF -ADHERED FLASHING PATCH ,HERED FLASHING Alt PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A 8 2 a SELF -ADHERED FLASHING INSIDE CORNER �Ground� FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2 INCH FLANGE III THIS NATU DO N( DRIP ACCE SOFFIT/CANTILEVER or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 2 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -0 o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS SxSSt` 4 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 1/211 to 211 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 comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 0 N i o_ To the best of the Engineers knowledge, IMorrnation and Wilef, 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. F � E cc X', iv O t 7GCP N LL J # a a to n & y J C7 W LL a W 0 LL LL 1 � Z � ' L {r CO O t- m So- W 7 NN pp ��pa ILZGo � NZ�$rn ZN O k� ❑❑❑ W CD z z � z �NQ) - N (D LL C1 '' r C/1 a O w � d u � t IN®~ A Q � M N� Zw LJL ao wZ Q > Z Q d EO N U s° _® Wp 96 o E �o Ru dyo §U Q¢ 2$ Z�a N<Z :,_D L wo QO WZ W� (0� M N - a tix wo ZLL Z � W <W �C 8 aZ W c-3 LL = G ~� JCID J ^L1 e W ■ _>Nit O X co (DCL Q C -6 m tor**- = f 7 O C 0) d' ■_ J N N .- �- � \ r E T_ N � o Z M E C) E to H m ci c a tJ � Q p JOB NO: 20-6220 SCALE : AS NOTED SHEET NO. W P Mounting Brackets (10 Gaugal 4-1/2e x 41 X x 2-12" 0 0 See Anchor Schedule Bolts 117 Dior A325 Galy. (Typ•) o 1 10.51r Washers Self-L xkino Nuts Back Cross Support ' (May be cut to W) Right Bfadw (10 Gauge) #14 Self-DrilNnq Screws A/C Unit Bottom Edge ""Hurricane Strap (Typical: 3 in front) eFiroM Cross Support (Manx be cut to W) Left Bracket (16 Gauge) si 4 W.-Driling Screws1Wu Brackets & Back Cross Support into A/C Unit Bottom Side 3 each side for hurricane use (Typical: ) INSTAltAlION INf09MATi0-4 4 Florida Department of Business & Professional Regulation Page 102 Building Codes and Standards 302o16 Product Approval Application Detail or E dnow JW1 20 DatePAndlm Milt 1W Version Manufacturer & License Validated By Vailda s4 $yignitted F8C ADDFOVd A ppro Ian. Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10M22017 101102017 10/172017 12/12/2017 Approved Category: Roofing (352) 49"778 PE-75519 (334) 300-1800 Subcategory: Most Roofing nfoQgulkoestsupply.oan Camillus"Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Prdees)onai Engineer AMR Product MoaN. Naha or NW Product Description Amoroveld for Use Approved In KWW for Use Imgffi Rosistumm! Design 6ffi 1 0.032&qud; Aluminum 5V Crimp Men 0.0328.qud; 5 V Crimp Auminum Roof Panel 04/122024 No Yes N/A +N/A/ over 15/62&qud Plywood -108.5PSF 2 0.032&qud: Aluminum Guff Lok Mn 0.032&qud; Auminrrn Gulf Lok 16&qud; Wide 04/122024 No Yes N/A +N/A/ Roof Panel over 15/328,qud; Plywood -116.OPSF 3 1&quot; 24ge. Graf Snap 1&quot; Gulf Snap 24 Ga. 17&qud; wide Roof Panel 04/122024 Yes Yes N/A +N/A/--131.0PS over 15/332&quot: Plywood 4 1&qud; 24gs. VeresLoc 1&qud; VarsaLoc 24ga 16S&quud; Wide Roof Panel 04/122024 Yes Yes N/A +N/N over IW32&qud; Plywood -138.5PSF 5 1&qud; VemLoc .0329qud: Aluminum %qud; VersaLoc min .0328.qud: Aluminum over 04A22024 Yes Yes N/A -NW 15621lqud; Plywood 101.OPSF 6 1.5&quo[ 249a. Gulf Snap 1.5&qud; Gulf Snap 24ga. 168,qu0d Wide Roof OM122024 Yes Yes N/A +N/N Panel over15/32&qud: Plywood -118.0PSF 7 1.5&qud 249e. VerseLoc 1.5&qud; VersaLa min 24ga. 16&qud; wide Rod 04/122024 Yes Yes N/A +NAV Panel error 15/32&qud; Plywood -123.5PSF 8 2&quot 24ga. MegaLoe Mn 24 Ge. 2&mct MegsLoc 18&qud wade Roof 04/12/2024 No Yes N/A +NAA/ Panel der 15/32&qud; Plywood -108.5PSF 9 24 Ga. Gulf Lok Mn 24 Ga. Gulf Lok 18&quot: Wide over 15/32&quot: 04/12=4 No Yes N/A +NW96.7PSF 10 24 Ga. Gulf Seam Plywood Mn 24 Gs. Gulf Seam 16&qud Wide Roof Panel 04/122024 No Yes N/A +NA4/-93.SPSF der Us Wood PuNns der 15/32&qud Plywood 11 24 Ga. Gulf Seam Mn 24 Ga. Gulf Seam, 1 3A&qud: Snap Lack, 04A22D24 No Yes N/A +N/A/ 18&qud; Wide Roof Panel over 1W2&quot; Plywood -106.5PSF 12 28 Gov. 5V Crimp Mn 26 Ga. 5V Crimp Rod Penal over 15132&qud; 04/122024 Yes Yes N/A +N/A/ Plywood-156.5PSF 13 26 Ga5V Crimp Rim 26 Ga. 5V Crimp over 15/92&quor Plywood 04/122024 No Yes N/A +N/A/-13i.PSF 14 26 Go'. 5V Crk11p Mn 26 Ge. 5V Crimp Roof Penal Pover 1x4 Woad 04/122 No Yes N/A +N/A/024 Purlins over 15/32&qud; Plywood _156.SPSF 15 26 Ga. Gulf Lok Mn 26 Ga. Gulf Lok /6&quot: Wide Rod Panel over 04/122024 Yes Yes N/A +N/A/ 15/32&qud;Pywood -161.OPSF 16 28 Ga. Gulf Lek Mn 28 Ga. Guff Lok 16aquot: Wide Rod Panel over 04/122024 No Yes N/A +N/A/-63.SPSF 15/32&qua; Plywood 17 26 Go. Gu11PBR Mn 26 Ga. Gulf PBR Roof Panel over 15/32&quot; 04/122024 No Yes N/A +N/A/ Plywood -154.7PSF Florida Departrnert of Business & Profetisionai Regulation Page20F2 Building Codes and Standards 3Dei101s Product Approval AppBcatlOn Detail AK9 13 ACLO&sdsfn Cantrad EmbingliLRAR Amovle forthes AmovedforUse InMM 9111111Ite.msS Island BMW" Ism Plasmas 118 28 Ga. GWPBR Man 26 Gm. GrlFH4 Rod Pend der 1x4 V l- ' 041izr2 4 Yes Yes NM +Nay Puxfm over 150216quot. pyw,opd -151.7PSF is 29 rat GatFOR Mn 26 Go. GllPeR der 15fd2&quual; Plywood 04/122024 Yes Yes k/A -NW -154.7PSF 20 20 Ga' MDy n 26 Gov. Gu1QHe er 1x4 Wood Purins per 04/12r202a No Yes NNA+N*MIN13 211,quot Plywood -151.7PSF 21 ZB Ga.11l� Min � Ga. QIlRip over 1x4 Woad Purtns over OV122024 No Yes IW +NAV 15l32&quak PVNOW _164.2PSF 22 2e GIL GWIRb Mn 26 Ga. GLMRib over 15/8241quoq Plywood 04/12r2M No Yes MIA -MIN -159.2PSF 23 75 Gov. GWRb Min 26 Ga. GLMRe over 15/3216Qtd Plywood 041120M Yes Yes NM +NAA -159-IMF 24 26 Gfi. GIIIRD Mn 26 Ga- GtMM ova tx4 Woad Hain am 04/122024 Yes Yes NW +MPJ 1542&quud Plywood 164.2PSF 25 29 Ge. CUM Mn 29 ea- GJRO over W Woad Piro ova 04N22024 No Yes Nat +Nw 154128gnok Plywood -123.5PBF 28 29 Ga. GuMitu Mn 29 Go. Q ulRb over 15I32&4bt; Plywood 04R22024 No Yes Mal +NMI -146-OPSF 27 29 Ga. Gu1M Min 29 Ge. GuORO over 10 Woad Wins ova OV1220Y4 No Yes NM +NUN 7/18awet as -a- A(HAPSF 211 29 Ga. GuaR6 Mn 29 G1. Gaw26 over 7A8&9ua; O.B.B. OVi=024 No Yes MIA Nev+ -116-OPSF Code vardow 211V FL R 11651 Applesibn TMer ALL Product MawdaeYaer: ALL Cdlgpy; ALL aa8nbegary: ALL Appaptlortiruw ALL 4?arVMatce Mafhot ALL RuaRy AleWesa EdW aeatad DrpeaR ALL Produd Model, NWanr a Mtn: ALL Product Dsarlpate ALL Alppoes-far aws`I1Vf0 ALL Approved for ate subW WAM, ALL Yryad Rwlatat ALL Dodo Preenaer ALL Dude Ffam ALL Dow Te: ALL ErMy.or 20 Rat Dab Pending 20 � YrY111111111111 IhIItYtMtffi Yfiik" ,BrbmWW f9:.,EDfiraYdl u3gDmlMd sda Revision 2017 Sand Vsx Products, Inc. Mchael Graham Hennes F. Norero P.E. Locke Bowden P.E. 08M7/2018 08M7/2018 082Y1018 10/082018 Approved Category: Structural Coroornds (877) 441.8368 PE-73778 (334) 30D-1800 enaCasgory: Products Introduced as a Result of nfoasmudventean New Tednaalogy CUr pNve- Method: R-di n Report from a Florlds Registered Architect or a Licensed Ftorids Prdesik" Engineer � i Awroved for Use Approved IDi11QJi fw Uss kwo BtdWMY 22" l�sua i S au tVad Model 91540-510 Dual Function Flood and Ventilation Vent 12/312020 Yes Yes NM +100F100 2 9nRVent Model A"540-511 Dual Function Flood and Ventilation Vent 1213i2020 Yes Yes NM +100f100 3 Smartuant Model 01540.520 Insulated Flood Vent 12A12020 Yes Yes NM +100/-100 4 SndVent Model01540.521 Insulated Flood Vent 12(312020 Yes Yes N/A +100F100 5 emartvad Model a1540-524 I"cl ud; Garage Dow Flood Vent 12/312020 Yes Yes MIA WA 6 SmanVent Model $1540.570 Woos Win Insulated Flood Vent 121312020 Yes Yes NM +1001-700 7 Srartvent Model 21540-574 14.5&gnd Garage Dow Flood Vent 12/312020 Yes Yes MIA WA A3 FL17244.1 k ESR-3455 _ - 1 , 12/31/2020 A23 TFLI0446.2 ESR-2806 1213112020 HD210-2 FL17232-3 ESR-3445 12/31/2020 HU210-2 0856.4 ESR-2549 12i3112020 HD212-2 FL17232-3 23 ESR-3445 12/31/202(} 2/31.._ HU212-2 0B56.4 ESR-2549 12/31i2020 H0216 _._._..._.........._. ------........._... FLi7232-3 _...-'------ --- _ __ ___.-.__ -- --' ----- ESR-3445 _ 12/31/202D RJ216 FL10856.5 ESR-2549 12/31/2020 HD216-3 FL17232.3 ESR-3445 -_- 12/31/2020 HU216-3 FL10856-1 ESR-2549 12/31/2020 H __-..__..__FL172 32.2 �- _ ---'- ESR-3445 12/31/2020 HU25 FL10656-3 ESR-2549 12/3V2020 - HD28-2 FL17232.3 ESR-3445_ - 12/31/2020 HU28-2 FL10856-4 ESR-2549 12/31/2020 HD410 FL17232.4 ESR-3445 12/31/2020 HU410 FL10856.9 ESR-2549 12/31/2020 HD412 FL17232.4 ESR-3445 121311202D HU412 FL10856.9 ESR-2549 12/31/202D HD610 _...._....................._._....__......_..._..._..._..._..__..._..__.._............. FL17232.4 ___...__.._...____.._.......__.._...._._ ._----_..__..__-_____-_ .......__._._............__.._ 12/31/2020 HU610 FL10856-10 ESR-2549 12/31/2020 HDD410 •.•• • ,,,,,,.,__.._............_._- FL17241-7 ._....____....._....ESR_3445 ESR 3444 12/3112020 HUCQ410 FL11468.11 SIM200804 12131/2020 _._........HGA10_. .........................._FL17899.1•___._._...__.._..._...._._..-_-'___-.__......__Evaluation Report .__...._121,31/2020 HGA 0KT FL11470-4 SIM200803 12/31/2020 HGAM10 FL17699.1 Evaluation R 12/31/2020 HGAM10KT FL11470-4 SiM2008W 12131/22020 HHCP2 FL17236.7 ESR-3448 121311202/D HCP2 FL10447-2 ESR-2551 12/311202D HTA16 -� FL17680-4 Evaluation !!Tort 2/311202D HETA16 FL11473-5 SIM200802 12/31/2020 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 12/31/2020 HT1716 - FL17324.2 Evaluation Report 12131/2020 HTf16 FL11496-1 ES-0130 12/311202D HTT45 FL17324-2 Evaluation Report -- 12/31/20M HTF22 FL11496-1 ES-0130 12131/2020 -12/31/2020 HTW16 FL17244.8 ESR-0455 12131/2020 HTS16 FL10456.22 ESR-2613 ........ .. _. HTW20� - FL17244.8 _-_ _-. ESR-3455 - -- - 12131/202D HTS20 FL10456-23 ESR-2813 12131/2020 -HTW24 _ FL17244.6 -- - - ESR-3455 - -- 12/31/2020 HTS24 FL10456-24 ESR-2613 12/31/2020 -'-_-._� _..._._.._...._..FL172414.8 _.._..---.._... ESR-3455 '---- 12131/2020 HTS30 FL10456.26 ESR-2613 _12/31/2D20 HTWM16 .........._..__........_. _.--._.. __ FL6223.2 .-. - ____ .__.__.._.._..........._._....__._.._. ______.___ ___ _.._._____._.__- Evaluation Report ---� -12/3112020 HTSM16 FL11473.11 SIM200802 12131/2020Y HTWM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 12/31/2020 _HUGT2 FL6223.3 .............-FL8223.3 Evaluation R 1ort - _.............._......_..._....._..._............__....... __._....._........_.._...._....._..__... 12131/2020 HGT2 FL10456-18 ESR-2513 12131/202D HUGT3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2813 12/31/2020 HLIS210-2 FL17232-6 ESR-3445 1213112020 HUS210-2 FL10656-R4 ESR-2549 12/31/2020 NUS212-2 _. __..___.._.._._......_......._..._.......-_..._..__ FL17232-6 _____.__-._.--'---._...._.____..__..._....._..._..__.__...._...._..__._ ESR-3445 12/31/2020 HUS212 2 FL10856-11 ESR 2549 12131/202D HUS25 FL17232-6 ESR-3445 12/31/2020 HUS26 FL10856-11 ESR-2549 12/31/2020 HUS28 FL17232-6 ESR-3445 12/31/2020 HUS28 FL10856A1 ESR-2549 12/31/2020 HUS28-2 FL17232-6 ESR-3445 12131/2020 HUS28-2 FL10856.11 ESR-2549 12/3l/202_0 ..___�4_ FL17232-7 -_. _ _ ^_ESR-3445- 12/31/2020 LU24 FL10655.103 ESR-2549 12/31/2020 ----------- _____ _ ____ JL26 __ _�_- ____-•--__._._...._.._ FL17232.7 _._- __-�-- ESR-3445 12/31/2020 LU25 FL10655.104 ESR-2549 12/31/2020 JUS210 2 FL1723211 ESR-3445 12/31/2020 WS210-2 FL10655.107 ESR-2549 12/31/2020 JUS24 FL1723210 ESR-3445 i2/3112020 WS24 FL10655.109 ESR 2549 12/31/2020 JIJS25 FL1723211 ESR-3445 12/31/2020 WS26 FL10655.111 ESR 2549 12/31/2020 __._._._.__..JLJS26-2 FL17232-11 ESR-3445 12131/2020 LUS26-2 FL10655.112 ESR-2549 12I3112U20 JUS28 R-17232-11 ESR-3445 12/31/2020 WS28 FL10655.113 ESR-2549 12/31/2020 iti __....._..____............................_....FL17232.11- - ESR-3445 12/3112020 WS46 FL10655.118 ESR-2549 12/31/2020 KLEG3 FL17241-15 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR-2515 12/3112020 KST260 _..._......._._.___.._.___.-.._. . FL17244-15 _._,....__..._...__.._.._..-_ __..._..__-.. ESR-3455 __.__.._....-.__.........__. 12131/2020 MST60 FL10852-7 ESR-2105 12/31/2020 LSTA12 FL17244.18 ESR-3455 1213112020 LSTA12 FL10852-4 ESR-2105 12/31/2020 LSTA15 FI-17244-18 ESR-3455 1213112020 LSTA15 FL10852-4 ESR-2105 12/3112020 LSTA18 FL17244.18 ESR-3455 12/3112020 LSTA18 FL10852.4 ESR-2105 12/31/2020 _-___..__...-..._._.._.-._._.._...._..._..__._.---...._..__.._.._..._._._.........._........_-'--.....----.._-------._....___.�_..-_._..__....____.._____ LSTA24 FL17244A8 ESR-3455 __-._..___-.. 12/31/2020 LSTA24 FL10852.4 ESR-2105 12/31/2020 LSTA30 FL17244.18 ESR-3455 12131/2020 LSTA30 FL10852.4 ESR-2105 12/31/2020 LSTA36 _ _•_ __�--FL17244.18-___•_.__. ESR-3455--- 12/31/2020 LSTA36 FL10852.5 ESR-2105 12/31/202D - - LTS19 --- FL17219-2 ER-0200 12/31/2020 LTT19 FL11496.3 ER-130 12/31/2020 L_.TS20B_ 1_..2/_3..1.../_2_._0._.2..0.... LTT20B FL11496-3 ER-130 0 I333_1U1.././_20U0_222_ LTT1 FL17219.2 -.___._._._.________._._...._...._._._......__._.___.._._E._R.._.-=_._._..__. ER0 12/31/2020 LTi131 FL11496-3 ER-130 -_--_____..___-._.._..•FL17219-2_ LW12 .._........____._._......................_._........._ L124. _--- ESR-3455 231/2020 LTS12 FL10456.29 ESR-2613 _111_222 00 .___.._.__. LUGT2 . FL17240.2 ........ ..... _...._ . 213112020 LGT2 FL11470.7 SIM2008M 12/31/2020 MP3 FL17244-22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 12/311202D MP34 FL17244-23 ESR-3455 12/31/20120 A34 FL10446.3 ESR-2W6 12131/202D MP4F FL17244.24 ESR-3455 12/31/2020 LTP4 FL10446.19 ESR-2W6 12/31/2020 ................... FL17244.22-_.._.._..___. ...... ESR-3455 12/3112020 LS50 FL10446-16 ESR-2606 12/31/2020 MPH3516 FL17240.3 ESR-3447 12/31/2020 WN1416 FL10667-86 ESR-2515 12/31/2020 ---MSTA12- - -- FL17244.1$ - _ ESR-3455 12/3112020 MSTA12 FL10852.8 ESR-2105 12/31/2020 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852-8 ESR-2105 12131/202D - - TMSTAiB - �FL17244.18� ESR-3455 12/31/2020 MSTA18 FL10852-9 ESR-2105 12/31/2020 - MSTA24 - FL17244-18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 12t31/2020 _MSTA36-___••_ FL17244-18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 12131/2020 MSTC40 FL17244.25 ESR-3455 12131/202D MSTC40 FL10852.11 ESR-2105 12131/202D MSTC52 FL17244.26 ESR-3455 12/31/2020 MSTC52 FL10852-11 ESR-2105 12/31/2020 MTW12 FL17244-8 ESR-3455 12/31/2020 MTS12 FL10456.33 ESR-2813 12131/2020 ._._...._.._...____...___-_.._._..__ MTW16 ......... ............................. FL17244.8 ..........---___._._...__._......_....._.._____._--------- ESR-3455 12/31/2020 MTS16 FL10456.34 ESR-2613 _�__...... 12/31/202D MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456-35 ESR-2613 12i31/2020 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456-36 ESR-2613 12/31/2020 .........._MT_W20 - -_._._..._FL17240.5_._...._................_...._..__.-..___.__...__.._..__.................ESR-3447_..___..............._......__.................... _.12/31/2020 MGT FL11470.9 SIM200803 12131/202D _NFM35X12 FL578-2 Evaivation Report 12131/20120 MBHA3.56f11.25 FL13904-6 ESR-2516 12/31/202D NFM35)061J FL578.3 Evaluation Repod 12131/202D MBHA3.56116 FL13904-6 ESR-2016 121311202D PAU44 ESR-3449 12/31/2020 HDU2-SDS2-5 FL10441-4 ESR-2330 12131/2020 - - -•_. PAU86 - _FL17239.13 ._..._..._..-_ - FL17239.13 ._....... ESR-3449 ._.. 12/31/2020 GLTV3516 FL10667.8 ESR-2615 12/31/2020 �PHD2A T _ FL17219-3 _ ER-0200 12/31/2020 FGTR FL11473.2 SIM200802 121311202D PHXJ3516 -- FL1T241.20 ESR-3444 12131/202D CS16 FL10852-1 ESR-2105 12/31/202D RFUS -- FL6223.5 - -- ` Evaluation Report 12/31/2020 H1 FL10456-5 ESR-2813 12131/22020 RS15D _-FL17244--27 - _ - ~_ - - ESR-3455 412/311202D H10 FL10456.6 ESR-2813 12/311202D __- lRT15 - FL17236.3 - ^ ---'_.._..._.._.._.._._..__-_ESR-3448 -- 12/31/2020 H10-2 FL10456.7 ESR-2613 12/31/2020 . .... RT16-2 ._.___.._.._...............__________..._..._.._.........._ FL17236.2_ ._-__.._._._......____._._._.._._....._....___...__._-_ _ ESR-3448 12/3112020 H10A FL10456.6 ESR-2613 ._.___._.._..._...... 12/31IZ020 RT16A - --_ FL17236-2 - ESR-3448 12/31/2020 H3 FI-10456.13 ESR-2813 12131/2020 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456-14 ESR-2813 12/31/2020 RT4 FL17236-3 ESR-3440 12131/202D H5 R-10456.15 ESR-2613 12/31/2020 RT5 FL17236.3 ESR-3448 12/31/2020 H25 FL10456-11 ESR-2513 12/31/2020 RT7 - FL17236-3 ESR-3448 12/31/2020 H2.54 FL10456.12 ESR-2613 12/31/2020 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470-3 SIM200803 12131/2020 RTBA _ - �- F6.3_..._..__.__ Li723 -_ _ _ _ _.- ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 12/3112020 SPT22 FL17244-30 ESR-3455 12/31/2020 SP2 R10456-42 ESR-2613 12/31/2020 SPT24 - _ -- FL17244-31 -_____.....ESR-3455 12/31/2020 SP4 FL10456-43 ESR-2613 12/31/202D - SPT4 - _FL17244.32_ J-a - - ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 1213112020- FL17244-� -_ _._. __-ESR-3455 12/31/2020 SP8 FL10456-45 ESR-2613 12/31/202D SPT8 FL17244.32 ESR-3455 12/31/2020 SPH4 FL10456-46 ESR-2613 12131/2020 _ - SPTIA _ - FL17244.32 - .__-____..__....._...-ESR-3455 12/31/2020 SPH6 FL10456.47 ESR-2613 12/31/2020 SPTH6 - - FL17244-32 ESR-3455 - - - 12/31/2020 SPH8 FL10456.48 ESR-2613 12131/2020 SPTHB FL17244-32 ESR-3455 12/31/202D U24 FL10655.141 ESR-2549 12131/202D ---SUH24 - R-17232-13- ... _........... _.._...._...._._.__.-.__........._ ._. _._... _.._._. ESR-3445 12/31/2020 HHUS28-2 171-10655.3 ESR-2549 12131/2020 THD28 FL17232-16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12/31/2020 TH�2 •._......_ FL1723216 _. ESR-3445 12rmi2020 HGUS5-25112 FL11468-11 SIM200804 -I2I3112020 THD410 FL1723216 ESR-3445 1213112020 HGUS414 FL11466.10 SIM200804 12/3112020 THD412 -- --_-FL1723216 -' - --� ESR-3445 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 12/31/2020 THD612 FL1723916 ESR-3445 MSTAM24 FL11473.19 SIM200802 12/31/2020 THOH414 - R-17232-17 _ - ES_R-3445 ..12/31/2020 12/31/2020 MSTAM36 FL11473.19 SIM200802 12/31/2020 --.__UGTS3F _ FL203al - - --+ .Evdtetion Report - 12/31/2020 MSTCM40 FL11473.19 SIM200802 12/3112020 -� UPHD8 FL17219.5 -_- - �- -_ - ER-0200 _- 12131/22020 HHETA20 FL11473.9 SiM2008M 12/3112020 _ LGT3.SDS25 FL11470-7 SIM200803 12/31/2020 LGLJM26-2 FL11473.12 SIM200802 12/31/2020 July 8, 2020 PRODUCT APPROVAL SPECIFICATION SHEET 2o,8 As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the Information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a CategorySubicategory iManufacturer Product Description oval Nu Test Pressures Expi.Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth-Star(NON-IMPACT) FL20461.1 +67.Q/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth-Star(NON-IMPACT) FL20461.6 +67.0/.67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth-Star(NON-IMPACT) FL20461.9 +67.01467.0 psf 2/3 1 12/31/2021 ThermaTru Firber-Classic and Smooth-Star(NON-IMPACT) FL20461.14 +67.0/-67.0 pst 12/31/2021 ThermaTru Classic-Craaft and Benchmark FL1522&1 +67.0/-67.0 psf 12/31/2021 ThermaMu Smooth -Star and Benchmark FL15225.5 +67.01-67.0 psf 12131/2D21 ThermaTru FiberClassic, Smoothstar, ClassicCr llt, Rustic FL7640.1 +67.0/-67.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WlndCode Doors W5 (8)V FL15279.37 +30.0/-32.0 psf 5/21/20228 Clopay Building Products Residential WlndCode Doors W5 16X7 FL15279.53 +30.0/-30.0 psf 5/21/2028 Clopay Building Products Residential WlndCode Doors W6 07 FL15279.85 +38.0r-42.0 psf 5/21/2028 Cloplay Building Products Residential WlndCode Doors W6 16X7 FL15279.1012 +37.0/-41.0 psf 5/21/2028 D. METAL LOWERED DRS Curries DhIslon ofAADG, inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A see Inst silt 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-65.0 psf 10/8/2023 PGT Series 5500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/1612024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0►-40.0 psf 4/3/2023 PGT Series 5520 FL243 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2020 PGT Series 5500 FL261.1 N/A 5/26/2021 E. OTHER 3. PANEL WALL James Hardie Building Prod. _ Cem lank Lap Siding and FlerdlePlank Lap Siding A. SIDING FL13192.1 - FL13192.2 N/A 12/31/2020 B. SOFFITS Alside Solid and Vented Soilt FL15272.1 - FL15272.2 +M.01-70.0 f 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underia ent FL12328.6 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vends FL76918.1 - FL16918.4 WA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580,3 N/A 12/31/2020 L.ornanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES Borel Tile Villa 900 FL784927 - FL7849.28 N/A 12/31/2020 Boral Tile Sai(orry 900 FL7849.16 - FL7849.20 N/A 12/31/2020 F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032" Aluminum GuNLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson St Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2020 MITek Industries, Inc. Truss Plates FI2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FLB527.1 - FL6527.5 NIA 3/31/2021 0. MATERIAL Cast -Crete Corp. High Strength Concrete Untels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc.High Strength Concrete Unteis FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of Inspection of these products, the following - Information must be available to the inspector on the Jobsite: 1) copy of the product approval, 2) -&-e CD N Cn -Cu O U L L Q_ O 2 C .� Cis -0 N a- Cn CU Cal CU Cn c 2O � 0 CD 1.1- O > .M L lcnu 0 Q .n .� -CIM kZ Q Q Z Z W J U ^0 C1. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pew+ a 9 y+2�,e Florida Department of Business & Professional Regulation Building Codes and Standardsv,2zp,e Product Approval Application Detail Pep 3 ae Founds DWwbv nit of Bakra & Probooim Rep lotion Building Coda and taeruderds Product Approval Ap kaft M Dotal F+e 1 a/ fArMe Flodde Department of Brims & RohnWW Regulation Building Coda said SttrMads Product Approval Apptioatim Damp Faw I a I teeelw e� (n edema j (� LO ,Fp C CD � `V � L Yr Ifli •1!1 -1-4 W ♦�1 VA V 4- �• Te U W �a C9as EamOlor Bra Gl4 wbPentlne 4Nt >)■ version LONLCIIar 2to mat ISnNeewius a.e VtlldYea av )raiLrW $LPLIDed F13CA mt I ARK11le Am" Rsvhbn 2017 Th wFTru Oorp"M RICK a" Lyndon F. SeWdt P.E. Rpm A IOrg, P.E. 10MM2017 071122017 10mi2017 12I122017 App eve Caegery: ExIWW DOM (419)298.174D PE43409 (S73)767-09 BrrCwpery: S.YII+g Edwda DwAsnmNYs rkkeelowldgmrwerds. 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