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HomeMy WebLinkAbout3196 Lytton Hall DrABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. 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 Rad. 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 orA.H.U. Air Handler Unit FIR 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 Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK 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 IRS, 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 BRIG 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. Circle 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 SQ 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 KIWALL 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 Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u,c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical 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 Vent through Roof 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 WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht, Plate Height WM or W.M. Wall Mounted (plumbing fixture) FIG 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. Flr. 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. ALL WORK SHALL COMPLY WITH PREVAILING NATIO`4AL ELECTR!,, (-'00F, AND THE CITY ' -F ZIr,PHYRHILLS L ^',? q RF—VIF—VV U111 CITY OF ZE,PAt LENN/�Ra 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 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 I PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES 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 clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. 1 C� CD t7 � o zE3 Q J C7 a N z o � � W O " 0 U, N , E ws t'CS �- U m d W � m E o 8 r ! x� s C) 0 . `c m 0 ` m N �O Zyy W Na Z w z w LU �wo22 w w rnLL.oQ0G V a Z O doaw o LL WOr SE do 'f,`� 1? 0 F ES To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o cn w M C" J 12 o S Z LL QE o E wo oo wj �m Z� z® oa U I— 5Z � UU O Eo N U a F ao 0 Q aZ i n3 ¢z 9. rW m� 0 co C _ CZZ In Y Z J m a� Zz N ai Q. of LLLL go a u>w O w ar V z C C:) T ^L W M �-. > O Q C 0 CL m co 0T++ p� r V •T� J f LO r ai ca T M N `3 o Z E N E co c a U ¢ O� JOB NO: 19-5907 SCALE : AS NOTED SHEET NO. C S A D S3 S3 H.B.+ O) X o0 I ' oo "I T-08" I T OWNER'S SUITE B CARPET 5-SH cP _---- R&S - - - - I I Cn I Ca I BUILDERTO iv PROVIDE W.H. APPLIANCE 0 PROTECTION 2'-6" WHEN REQUIRED PER FBC 2 CAR GARAGE „ 8 -0 CLG. 20'-03" rl___________ I I I I I I I I 6" DP' IRE W.I.C. CARPET �_,� 7'-8" I I I 178 a I I I I I I TIE - - M r M w I 0 S3 5'-4" (4) 2x4 #2 SYP STUDS fFIBERROGUA W/ USP HTT4 @ BASE co I FAMILY R M 9'-4" CLG. CARPETFnYlt ^� 23'4" 2668 HANSON BOX @ 36" A.F.F. DRYER VENT THRU ROO I I I I EDGE OF SLAB 2" BEYOND WALLv 3 �t 11 1 I I l l l 11x I I1� Q (A L K (4) 2x4 #2 SYP S3 STUDS W/ USP HTT4 @ BASE I li I 0 1 0 I I 0o = I W I >00 XN I I I I NOTE: FINISHED WALLS TO BE I FLUSH. VERIFY IN 1 FIELD. I - - - - - ----- CC DOP S3 S3 I 1 I I I I I I I I I I I rnI60"x36" _ o It _ _ TYP @ 1 STORY A S3 O2:12 N SHOWER SS "' D T AHU ; R.A.G. I OPT. D �► ' VAULTED CLG. _ N tk TILE T 8 8 - 10 10'-1" 3068 72 514' 4" - ENTRY 8'-0" CLG. � d to � 9'-4' CL i 11'-78 6'-10" N -HDR AT T-4" - R&S - - - - - c�N 2668 <b°° 4'-7" 8'-8" iv 5'-4 " I I 4'-0" 14'-6" - C 2668 T 5'-4" °'' NIN I N R&S T-6" o, I CAFE 8 0 CLG. CARPET I 1 5068 B.F. OPT. F. RE-fi BEDROOM I BAR ET' I aCARPET F I r '10'-4" 2 BEDROOM 3° 8'-0' CLG. 10'-421 I 4068 B.F. I BEDROOM 4PATIO I 8'-0" CLG. CARPET 11'-0" in o wc------------] I f2c'n-4" 1 -1wLO -- --_--- _� rnw MOT Mc7°° /---� � "' ¢ c�i > 20'-Q- C7 U D.W. I °��I 3 2a a :, L _ -_ -� ILE 5'-3 " SI K w/ ISP 2'-„2 ih / m�� / I / / / I �� PANTRY =w �0PANG FLAT L .,c� 5-SH 16" DEEP - "aY' � li 0° 00 (oa I � 2n 1 I eo TYP @ 1 STORY A S3 TIE _ ■ AC PAD N 1 1 I I FIBERGLASS 1 SURROUND •� 1 ii 36 _-___ :0 O 16 _-- : 25-SH 25-SH H B EGRESS EGRESS A oS3 0 29'-8" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 > (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20X38 18jX37j S.H. 14 20X50 184X50 S.H. 15 20X63 184X624 S.H. 16 20X72 184X71 S.H. 11-12 271/4X26 26X254 S.H. 11-13 271/4X38 26x371 S.H. 11-14 274X501 26x50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 X 38 36 4 X 37 3/4 S.H. 24 37 X 50 36 4 X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 j X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 j 52 4 X 37 i S.H. 34 54 X 501 52 j X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 j X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" �A +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 GO SEE SN SHEET K SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND 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 "Al "I 1 ST FLOOR LIVING AREA LIVING TOTAL GARAGE FRONT ENTRY TOTAL AREA INSULATION REQ. 1936 1936 416 20 2372 LOCATION I R-VALUE / TYPE EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED Al EXT FRAME 2 x R-1KRAFT FACED FIRST FLOOR PLAN CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: Y4"=1 '-On (GARAGE / LIVING) L� 0 z N O OD z a Q o � N (7 z o W IL �N vi 0 a O LL, N c E un Ilk U rn Ljj use_ 8 61 -4. U o c � 8 ¢ g o ®0 4- �m N N a U) Z zw a o OU Fy w LU ? O 2N�,< � �a�3 ig/��f'���' LLZ\ o J f� �Ci �''• F 0 F E S `�A O��.� !� Ff4FBdltitt6`L 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 cfl J W M o� z Zd ai E w� �� zo a@ H 0 _® 0 d R0 U a¢ �°CI °Q N i wo ao ww r< wmo Y U ° Z 2,0 3 02 W U LL� w o a �w all w w s3 �� 0o a s< ao °~ c O 0 ^L1 W ■> r M .-. > O Q �L o N D.. m co �- _ c r rn r ■� J r- 0 T i 0) -- T 6 r M N o z E O E ' C9 c a 0 -j Q o JOB NO: 19-5907 SCALE : AS NOTED SHEET NO, 1.0 I I;,I:�III rxlYGdtl ll:�, i II I, IIIIII FN I 0 ih 0 00 MIRROR +-IN O c'> OWNER'S BATH 0�� 0 DW KITCHEN ISLAND d a. OWNER'S BATH KITCHEN 0 60 KITCHEN O M O ih 9 F- INTERIOR ELEVATIONS If € c-:-' I —1 L.) J m z N O O � (0 z Q O Q 2 Q � mi M N 13 C!3 y w o 0 V `�' .0 O w V) E o wa ti U m m w oa r m E U o U) Y Q o C. rN N I v�i N O � � ~� N LL � LU ' PW o ^�LU Q Z V ¢corn �A V o n yLLM � W��°�. V .0 aC�^Jaa• a 'U.l�j i .J • 11 0 :V • �3 0 !�- q db 0 F E S, 5"0% v 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. o M. w z co zo Zo ¢ Ij Q w0 » ¢N ?0 E U Z. K O d F ❑a ❑ O ❑ O —73ME z Q az yam.+ L O U ym m 2 z fA ¢ Qz z z ZO L fl_ ¢¢ Ou U 4 qz O co QY F �� O C O O .N ^L1 `WJ ■� r M .-. > O Q >✓ o CV � m C �.' C: 0 CF) a� r ■� O LO T N � r z O � c JOB NO: 19-5907 SCALE : AS NOTED SHEET NO. 2,0 0 et HEEL 12 5� 12 �5 T.O.M. 1 HDR HGT, TEXTURED o CEMENTICIOUS 00 FINISH ON C.M.U. (TYP.) F.FL. --A --------------------- NJ 12 �5 3 TAB SHINGLES. ROOF F30 INSTALLED AS PER MANUF. SPECIFICATIONS 1' 0" --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----��_--- 1111 F=_�E17=1=E]ED no =[:1==F=_10D FE71 D ED F171 0 0 4'-0" RIDGE VENT n 0 N N 4 n w m o 12 �5 15'-0" RIDGE VENT FRONT ELEVATION - Al 5� 3 TAB SHINGLES. ROOF — f � INSTALLED AS PER MANUF. �SPECIFICATIONS ------- - - -- - — T.O.M. HDR HGT. --------------------------------------- ----- ------------------------ 6" FASCIA (TYP) ol 2'-0" 10 TEXTURED o CEMENTICIOUS C? °D FINISH ON C.M.U. (TYP.) F. FL. LEFT ELEVATION - Al SCALE: 1/4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH*" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN — (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. a i 1� 0 0 z N O co o z o 0= N M l0 � z o LL (D 4—) V? Y f6 w o Ln L" E = iN r o m (D w f0 E I— `I t2 � C) o 0 N �D -- N o� z N 0 W Z Z I Z WU) � M pODp r-a O ii a o �ry w w �. , pi.c LU Q LL. • N CJ 110> t 1. Ctbi F To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. C::,w M w Z CO J o L.L. Q E zo wp m ¢o �0 CU z 51. a as 1, o 0 C O E Nru L p �O a z �� U) i_ Q O 0. U m o Z —' m Q W Z a)8° CL a w w w �z =3 o w� >O aF O O O ^L, W ■� r CM i-� > 0 m ■T� LO 0 J o N r .ice ui m T tj N co y o Z z E 0 ( M n E U � Q p JOB NO: 19-5907 SCALE : AS NOTED SHEET NO. 3.1 C a 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T-n-M_ oil 12 5� 15'-0" RIDGE VENT 12 EXTENDED — OVERHANG TO BE CENTERED — ON DOOR 14'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 7TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 �5 REAR ELEVATION - Al T.O.M. — HDR HGT. -- @--—————————————— ———— -- -- —— — — — — — — — — — 1'-0" TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS FINISH ON C.M.U. FINISH ON C.M.U. (TYP.) (TYP ) F.FL. RIGHT ELEV/ r -_ General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ, FT. L L� a �t r� M � (D N o � o z � a z � qC a. o M a wtz)-c n' _ '� • C%) y o a •O � r- N e�! E (10 o F- U m LU F E o c 8 as 1 CLI U'® Q sm N �D N v�l N o ti o U1 LU =LL o zz Ica 3 z 0 LL42 �4���d/j� �� Q U r a �011tl#i411 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. r— O MZ M z o w LJL Q zo � gp w z g >m Z QN Z® E t— E X 0 oa 0n 00 o¢ O ° z d Z v ,o Z c m v -v CD cV CD all rn r LO I _ Q O) a� 0 0 J O O L0 Elf rn as S C 3 Q O C a CD E 0 _ v c 0 co Li v c CS i a 0 a c U J N LZ 2" 1" iv Cl) N 2" iv CD 1• VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" -,N ^ - (V 12' CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS a 1'-54' 1/2" RADIUSi" 4" VARIES VARIES `0 _ T _ -1 );c, CAP N - 1' 1" 1" 1 1 0 22 2' VARIES VARIES VARIES TIN 1, 1'-4" 1 1 1/2" RADIUS 4" 34 4" c+)Iv � rya 1" 1" 3 MN TIN 3" 4„ _ �`� MIS VARIES 1z" 2" 2' TIN 32" 11" 32" 1 " 1" 1" 2 1/2" RADIUS BASE in " <D to N BASE 4 ^N 12 *NOTE: VARIES 8" 2" 3„ co FOAM TO BE USED ONLY WHEN REQUIRED BY d COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 25'1 EDGE OF OPENING 2" �, �. —'I`�' �N -U ( I 1'-6" 1" ^� 2a . O N 1-1/2" THICK �M 1-1/2" THICK 4" 101, 27„ 4 'la � 10" _ N T781 IN `-Cn m 1'a „ 2 CV 23 6 w w > SIN M 1-1/2" THICK 32" 24' r M 2'-4" 1'-10" 5z„ 1, 5�� 52" 00 IN17 �„ a � 1 3 N a" 1" 12" O VARIES VARIES 3' Q �M I �'J VARIES VARIES 4" 8" r--------- 60 cD i CD �— 2 rM 32 3. rM Q� KEYSTONE F11 0 OPTIONAL 4" GARAGE DR. OPENING 4" roo - KEYSTONE F11 OPTIONAL 3 a ' 4" WINDOW OPENING 4" 4" •OINSTALL OVER STONE TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH . FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" 2 V IE 00 1" NOTE: •FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED" 3'-8" 4" 3'-0" 4" 101, 1' 4„ 101, 14, 1'-64" 14' 0 CV 12' 54'2" 2'-1" 1'-12' 54" I I N CV co N 7 (V N ao o I 1 ' 1" 7p., 12, GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH �s 0 0 M .-- z N O � rygO W Q S z J Cl) CE3n � � o (DIN w n a U � a O w 0 N o O F— U m "' � — m E 0 I I = 8 z [1i U 0 y O C d Q o �i of _0 � m N N o w z Z �o � Q ALL^. �z w . a LU V a ��=o � — O co a 6 tw C N E LU a Nam c o 0 O V U ❑ ❑ rn O CV f2 W O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o w M M ¢ o Z Q LJL fl_ E E OU wo �Q >m QN ❑a O N so a o~ aQ 0 OCL tt Z a ¢ �z L _ C a Y U m 0, Zr N J 0 a ° QW z cn a 3 � R 0 5Z d �w C-) 3 <� a o 1 o w¢ z3 >° Cfl �Y z¢ a c O 0 > d' ^L' `W ■ TT M O L v CAI /�\ m f0 2 C V V r t T ■T� j T .L CD 04 � T m r M N M i6 r o Z cc Z E OCn cc c FL v -j ¢ cc = JOB NO: 19-5907 SCALE : AS NOTED SHEET NO. F 1 V ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER 10 k14 copper to lights & oudets NEMA t 200 AMP 10 p12 copper to 20 amp ckts 10 fl10-2 copper to WH 10 #10-3 copper to Dryer METER MAIN 0 2/0 or 4/0 SER Alu 200 amp 150 amp POWER CO. FEED----_ INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" 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, 406.11 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 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FF DUPLEX OUTLET ABOVE COUNTER 06 WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) kD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) Tq 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT I� ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J `Q\ 19 CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR (✓ T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT U C.M / Y � PA IO �� j CAFE OWNER'S Sl'T� ITE / ROUGH -IN FOR / OPT. CLG. FAN/ LIGHT PRE -WIRE u C-r f FAMILY RM ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE U.C. OUTLET FOR DW U.C. OUTLET T_T_TZ I ___FT GFI GFI C- -1-------- GF laD. ' INK / DIS PENDANT AS PER SPECS \ � r AC PAD WID H.B. GFI DISC. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH BUILDER H. LJ IRRIGATION ----- -----� VERIFY LOCATION GFI @ 44" A.F.F --- ._ W H ELECTRICAL PANEL I I I O I II W.I.C. I I I l I I I I I I I 2 CAR GARAGE I I I I I I GFI FOR I I GAR. DOOM GFI I I I GFI @ 44" I I I A.F.F. I I I I I I 11 -----------J I 11 I I I I I }I I I I I JOPT. OPT. _ I I I D. lip .0 I I -- L------------ AHU GFI @ 44" A.F.F. �TDJCH I _ I IENTRY 07 ------- AGA 3 3 — — — S.D. _ S.D. C.M I OPT. RED BEDROOM 2 S.D. F' BEDROOM 3/ 11, \ BEDROOM 4 GFI OUGH-IN FOR �/ /� I i \ ROUGH -IN FOR OPT. CLG. FAN/ y �\ OPT. CLG. FAN/ VV \ LIGHT PRE -WIRE !%h `LIGHT PRE -WIRE ROUGH -IN FOR I OPT. CLG. FAN/ / LIGHT PRE -WIRE MAIN FLOOR ELECTRICAL PLAN SCALE: Y4"=1'-0" \ Lr— rf[ �0ma i n , 0 I� z N $ z 0 J M d N E3 M � z N (D LL 4—J � ca C6 W o [� E o r— U C° ` E m�..., s r U 'o N c ¢ e ° N N 0 o N Q w z M d �ZN Z � �M� Zo0 w 0' W y� tiz a us a' cCL ch Z C moo¢"0 -NS r� H 2 9 rn m C Q a Q W �a�c ZLL 00 rn 0 N O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o M w Z M z g u E �o » Z ry Za Q O w1 o E o U ra r10 0� 0 OU °o< N wo az aZ �� ® d L m ZZ O y U �m m0 � O LL Z o GW N 3 0 g° a Z 3 �F U �� �� X� �i w ¢2 x3 W 0 l� O zl¢ a x 10 3 2O 0 TO ^L` W M O LL oo T 0 T °— J O T T N o) r ai W T M CV M o Z Z E cc cca0 E a U J Q CIS 0J c 0 JOB NO: 19-5907 SCALE : AS NOTED SHEET NO. 4.0 ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) -NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4'=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN, OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ, FT. 0 � 0 Q� r V M z N O N z � a Q o E3 a z N = 11 Q) CD o N c o N U 00 r.0 m 2 E s _ rSo' _. ii y i L`� t s N N � 0 Z %ii 2�odozi " U) a r' w Olt P rnLL WW a w LL ° -./ �r : 3 o` U �4Q C. �t4� 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. o M w Z M z O z o � L E C Q 0 Q O t= » Z 0 N Z ❑ a 0. X o O Q O O E N z Q O az az � � L u> 0` U mo 0- Z N Z Q F W °1 wLL Z a -Z wF Ow Z� O < UJ O a x O st Z' 3 C O O .N L ■— r CM ,..� > O m T {0T+ C)) ■T� T T LO J so) N T T ui .i.. 2 T" M N o z coICU :3 � I E Q a z cc a E U ° Q p JOB NO: 19-5907 SCALE : AS NOTED SHEET NO. 5.0 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING 65'-0" WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB 55-10" 8'-6" 0, UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON 1'-6" 5'-78' 6�-` 3" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5._23. 7'-15" REINF. SEE PLAN. FOUNDATION PLAN TYP @ 1 STORY T-O" U.N.O. 2-1'w S3 H.B. — — — — — — — — — -I— — — — -: o — — a — — — — — — — — --r:. — — — BUILDER TO 4'-0" 12'-1" W.H. PROVIDE APPLIANCE (2) #5 REBAR I O I 0 -0" ; ; • • I ; • PROTECTION WHEN REQUIRE D I VERTICALS w/ in FILLED CELLPER I 351--4" 20'-6" 3-1/2" MIN 3000 PSI CONC. N oo I SLAB FOR HERNANDO J COUNTY ONLY S3 S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2'-734" 4'-9" 4'-10" Ij VAPOR BARRIER ■ ' — CJ -GJ — CJ o in 11 rn 5-3"1'-10" 3'-6" � 7 : O I I N 1 oo I P�o T. D 3 1 /2" 1 C0 M 2'-6"x2'-6"X1'-0" FTG G : ( W/ (3) #5 E.W. S3 -._ _.- ----- 3' S,. SLOPE 71. (2) #5 REBAR I' 2'-6" x 2'-6" x 1'4" I I N I • :TAH I I VERTICALS w/ in W/ ( ) #5'S E.W. 3 TYP @ 1 STORY U.N.O. A K CC S3 FILLED CELL o0 _ T CJ CJ i.. I — — 25'-101?8 9 -581 � ■ 4'-4" Bo 2'-6"x2'-6"X1'-0" FTG W/ (3) #5 E.W. - INDICATES FILLED CELL w/ 3000 PSI I PROVIDE %2' x 9" �' CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB �� RECESS FOR FRT. OOOR I �-4" I SLOPE I 4 L S3 io o in HVAC CHASE 4'-0" 4' 4" 4'-6" TYP @ ALL PLACES SHOWN TOP OF CONCJ PAVER T BE 4" ' HOOKED FTG. DOWELS 5" EMBED BASED ON 0'-0" BELOW FIN. FLR. ■ : ■ ■ W/ 25" EXT. ABOVE SLAB "GRADE 40 I i LOCATION 1 ' ' i ::::::::::::::::::::::::::::::::. ::: ::::: STEEL" ��� ::::::::.. ... .... .......... . -----•----- 4'-0" i 16'-10" .12'-10" o ' ' 10'-101" o in STEPS AS I PROVIDE 1" RECESS i i / ,- REQUIRED PER FIELD I FOR SGD. REFER TO KITCHEN ISLAND MASON'S SLOPE FOR OPT. • '........ � � LOW WALLS ' i iCj: 4 ' CONDITIONS .. ■: WIDTH j�� CJ r------- - - - - - CJ REF. I CJ-Ii�l ■ / - - - �� - ��I------ ----- �— - O rt = - - - - - - - 1- �- - --- ------ - - I - - - - TYP @ 1 I i CHASE TO ISLAND I I D.W. I �� I I . lit STORY U.N.O. 4 o S3 ji' 1 I I ; : LO �� �- 11j o? S3 �t `n Ln � _ - - 1 SINK / DISP { t `� I 3 1l2" :; :: l i t 00 I 16'-0" 2, 94„ 6'-10" ..... I ■ OI ��• I 1 o r I + - d ' ■ .:. . . . . . . . . . . . . . .. . . . . . . . . . M .. .11111 . . . . . .. .. .. . M................. :.. .. ■ . . . . . . . . ■ 1'-98' T-28" 5'-0" TYP @ 1 STORY U.N.O. A S3 2'-10' " 1 5'-11z2 12" I r"_n„ I G'_A'- FOUNDATION PLAN SCALE: %4"=1'-0" CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .: •: :;: #5 CONTINUOUS ,�: ' ;;,•" '•_ REINF. SEE FND. FOR QUANTITY • ,; ;; '•;, .' ;r #5 X 25" X 25" CORNER �_'- �'• BAR ONE FOR EA. ' ' ; • HORIZ. REBAR, TYP. '�.. U.N.O. • ,; •'; '•_ "Alternate: ,; • The reinf. bars shall be ��;,: ��;,; • �:=.; ��;,: • ���: •'fir Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" O JLJI 0 0 O Ina S � o d N M U) N z g Q) U _ 1 l mO V C' d 0 w IN c to U 00 w m F- T e 0 $ @' t z� S (a U — Ina N N v�i N y O W Z W N{z a a VIit tlrf w �/ t� ILLZ lz? - __r 1 U �O FESS%O 'N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o co w M m ¢ .o Z C LJL E wa }m < o Q 0 (O r0 tt R XU z® U O =U cl CD ¢ ¢ ¢z O <z ww N wo ao rr� m� =YoW z U o Z co to J L) 3 am 0 W �Z g o a O ¢o Fr �3 CD CD oa � a C O O L > �- �— r M > 0 LCN nn` 1..1.. Q m co \� C ..} 'VT O V J 0 (.n r i V CD Nca M Z Z = E p M o JOB NO: 19-5907 SCALE : AS NOTED SHEET NO. 6,0 UPLIFT CONNECTION CROSS-REFERENCE 712C,,19 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC, CAPACITY CAPACITY O CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dx1-1/2 HTT4 2715 518" ANCH.120 1061-1/2 J HTT5 4350 3740 5/8" ANCH. l 26 10dx1-112" HTT5 3225 518" ANCH. /(28)10dxl-1/2 K HD3B * 3130 305 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD713 * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 1 14-1Od x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 -10d SPT22 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 555 12-1 Od X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS ++) (B) (B) (A) (+ i OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONY LEDGIER—J �A) 1$ 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 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: Y4=1'-0" s f P C n _ I �1 4 V M � N O � O m o � E3 M N � v_ •� --J V= Y V O Uq c E Ln t�s u m w 2 F— m E 0 8 o i' •.. i xl = 0 ® � sm N N O Z = J 53 w w W V c LL ^� �+nc ❑k 'D 0 ILL C)C,O a� "� FESS`0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O M M a o w z Q J LL Q 0 zo wo F as Z® �_ N O E ¢-0 XU oa az oa w¢ 0° orr N t d ¢z az mo CO _ C yS Z U) J N Q Qw Z Zd Q 6 2 � _:81 Jz a mw Y,� O 8z aF (� -8,a x co o'= 0 O O nL W •— r C'M .-. > O Q L C o N o . ra J Q LO r Nto ro cMN M z z E 10 E a ui c Q. U 'a co 0 JOB NO: 19-5907 SCALE : AS NOTED SHEET NO. 7.0 ,a GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Safe vertical load Safe horizontal load -\ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS FY o 01 0 0 0 0 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T O© © O O o O •.�: O O O O 8RF14-1B/1T8RF14-0B/1T 81`16-013/1T 8F16-1B/1T 8F441B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T FORM dt GROUT SOLID O r W J U O #5 BAR CONT. 8F12-1 B/1T O O O 8F20-0B/1 T ® V' LINTEL DETAIL SCALE = N.T.S. r r vEDWI VF11 rvry F = FILLED WITH #5REBAR IN. ATTOP (1) REQ'D ALTERNATE POWERS GROUT /U=UNFILLED a = R RECESSED CLEAR STEEL LINTEL QTY. OF #5 O REBAR @ BOTTOM OF LINTEL CAVITY a ' M.U. #5 REBAR AT TOP ° Q Q w ° ` ° MIN. (1) REQ'D 1-1/2" CLEAR 8F16- B/1 T ° ° D � r z � , GROUT ^ O= Q Q NOMINA QUANTITY OF ° 5 REBAR AT _3 rQ- 0 = - v, w ° 4 C.M.U. - WIDTH #5 REBAR AT a O BOTTOM OF a U) Z Lu TOP o LINTEL CAVITY wp V 0 n NOMINAL-OTfOM o 2-,U o U HEIGHT REINFORCING a ¢ ci � 7-5/8"ACTUAL PROVIDED IN Z LL 0 W n D D 8" NOMINAL WIDTH LINTEL 4 - O 3:cNq �° �, �° #5 REBAR AT BOTTO AS INDICATED (VARIES) U) in M a. MATERIALS cif precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to 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 SCALE: %4'=1'-0" a of 0 0 M z N � z ffa M d N M ^ Z V (✓ I C vLLpp 4--1 T Vi Y v � �o Ow , DUO C EE vN 0. TS O Co 1- ME O $ .jj =LU = ai C) z m Q CD U sm N �D N h N O00 (�/� M 32 Z W2 U) r yLLo'0Uy ew' W mt�Pl!llatJ a Z`e o ,` �� N _ LLr0+U ••� i F[1.. .4 ARO"Ss,�� 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. O Mi w ZZZ C7 (J O ZW Q F }� 0® Q- E U W Z M 0 oa u o ­ E O O<Z a 8 az �a K Q ww N t J o P mo U z OZ Z a) fMW3 ! < m Z Z go W Q U oa w Nw Z aLL=� 0 J S Y w~ ao zla o 3 0 .N O d' ^L1 W CM O .1 4.1 Q) T �T,E, V T_ J o L() T 2coN r ai m T T CM N h o Z z E O N E 42) m g t]- U J Q (] J JOB NO: 19-5907 SCALE : AS NOTED SHEET NO. 8.0 3 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE, 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR, 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. I EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT, 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. "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 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2. 2. 5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 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: 1 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: CW-01 CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS, 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3, ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS WI TOTAL THICKNESS 7l8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made metal forms. Permanent forms be with permanent or plastic must of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete ove o r and mortar along the foundation perimeter must be removed beore extenormsoi� treatment. 10. FBC-R R318.1.6 - Sal treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barriermust be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 56 SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%8' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING, NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. a� 'x 0 0 LO I JI Q rn L it 0 J 0 LO I cr> v _ 0 3 FV- 0 C a E E 0 L 0 y 0 U E C U i ,a 0 a 0 v U J 2 r7 0 00 a 0 rn 0 N 0 w m ROOF DIAPHRAGM NAILING SCHEDULE � RIDGE LINE � w 15/32" CDX m¢ PLYWOOD OR � 7/16" OSB RIDGE LINE 140 MPH 0103 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 Series Thickness Filler Block Thickness 3/4" or 7/8" Two 3/4" wood panels or 2 x 5000s 1.8/1.7 wood panels 1-1/8" or two 1/2" 6000s 1.8/1.7 Wood panels Z x _ + 5/8" or 3!4" wood panel 1-1l8" 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 902.0 2 x _lumber Double 2 x _lumber FF DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° Filler blocking ° } 1/8"gap x FF DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° Filler blocking ° } 1/8"gap x FILL CELL STD, 90° HOOK -BOND BEAM w STD.90° CONT. #5 CONT. #5 > HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @INT. BRG. WALL N.T.S. 1/8" min. 2" }Small gap 2" min. 4 max. Q 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 1l8"gap between top of filler blocking and bottom of top flange. 4 Place 'oists to ether and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. J 9 4" m Web Stiffener Fastener Schedule Joist Beann Location Series De th End Intermediate BC15000s 9-1/2" 2-$d 2-8d 11-7/8" 2-8d 3-Sd 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1i2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8"' 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d ax. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @TOP sides by 6". -Hangers with sides not containing ,WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. -Under 2nd floor column w/ loads N.T.S. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls wall or beam below.* require additional consideration. Check local building code for appropriate details in One 10d box. areas=20 of high or=20 sinker 1 11 lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H /10. CORNER OF HOME H C G GARAGE SIDE 5'_0,1 O O O a - c� STUB -OUT FOR o o O GAS METER O o � � U O ~O N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 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) i6d 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 KNOCKOUTS) ALLOWED IN BEARING ZONES —) DO NOT cut, notch or drill flanges 9 .BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 pif max. along bearing wall Use 3" (10d) nails at 6" o.c. 7 Required on interior walls : -for vertical load transfer Load bbearing walls when load bearing -for lateral support when joists meet over wall, or wall stacks directly over wall or SIMPSC wl (22) NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) ' NAILS 1 R TRUSS 'pP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VIIN. EMBEDMENT SCHEDULE FOR =AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / P►umbing HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wa►I or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET �'/ Provide adequate bearing foreach lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Od nails SECTION @INT. BRG. WALL require additional consideration.— I N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) b (see table below) 6„ A 1Y" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES —) DO NOT cut, notch or drill flanges 9 .BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 pif max. along bearing wall Use 3" (10d) nails at 6" o.c. 7 Required on interior walls : -for vertical load transfer Load bbearing walls when load bearing -for lateral support when joists meet over wall, or wall stacks directly over wall or SIMPSC wl (22) NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) ' NAILS 1 R TRUSS 'pP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VIIN. EMBEDMENT SCHEDULE FOR =AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / P►umbing HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wa►I or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET �'/ Provide adequate bearing foreach lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Od nails SECTION @INT. BRG. WALL require additional consideration.— I N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) b (see table below) 6„ A 1Y" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 8 1'-0" 1,-1" 1,-2" 1'-2" 1'-3" 1,-3° 1'-7" 1'-11" Z'-4" 2'-9" 3'-2" 3'_7" Any 16'" joist. 12 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1, 9" 2.-4" 2'-11" 3,_7" 4,_2" 4'_9" 5'-4" Span (ft) �- 16 1'-0" 1'-1" 1'-2" 1'-2" 1'-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'.7" 6'-4" 7'-2" 20 1'-0" 1'-1 " 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11 " 7'-11" 8'-11 " 24 1'-0" 1'-1" 1°-2°' 1',3" 2'-5" 3'-7" 4'-9" 5'-10" T-2" 8'-4" 9'�" 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 MAYBE 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. fY" ROUND KNOCKOUTS IN THE WEB MAYBE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAYBE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1�" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DES►GN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12"' wide min.) �LI � I►�1 I L�ITl=r1'1 1Tl Nail with 10-10d nails. Install tight to top flange. SLEEVE THF�U STEM a SEE PLAN FOR °• a , ♦ ; ♦ a ° FOUNDATION INFO d' STEM FOUNDATION r—GRADE—oC,n,C CCC r)1 AAI Filler block. \ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist 0 depth 0 e I -JOISTS BUCKETS N.T.S. fvt, UnHot 4 rv� . . SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SiMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE , PENETRATION d" a a. d. :. a' d d� -1 I ITI I I=1 PLUMBING LINE PVC OR SCH40 SLEEVE a `�--- SEE FND. PLN. — SIZE &REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE\A LU TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PENETRATION PLUMBING LINE . 4 d d G map LLU U) O 4LU LL LU C) , LO C 0*cc ) SEE FND. PLN. SIZE &REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PENETRATION PLUMBING LINE d da. as G a T III a d —�Ti� -I I I, = I .1I- .a SEE FND. PLN. SIZE &REINF. 0 f� 2 fl N O � ¢N¢ Q d N M W(A z o � � LL a a N = o t� 3 CD 's 0 0 L0 I JI c M 0 0 J 0 LO I aci -v 'L 3 Q N G E H E O s L v c J rai L1- E2 U O C U i i a 0 a J N OD N t2 00 :3 S 0 a rn N d W m — I FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" UNDERLAYMENT FOR ROOF CHAIRS (TYP.) PITCH > 4:12 D (2) LAYERS TYPE I OR TYPE II e (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. I TI=I 1 P- I I 1 ° D I-1 11�Tu I r=I PRE ENGINEERED WOOD I �I � I-1 11=1 I I —I I=1LI-1 TRUSS @ 24" O.C. U.N.O. - T=11 I HURRICANE ANCHOR @ EACH -I � 1 I 1 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. _< 8'4% (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 r WWF OR FIBERMESH Cl) ° 1=II 1r- 11 I 1 -IIII r -T TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPIFT LGG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 FOR ADDITIONAL SLAB ELEV. VARIES INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA .N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD VERT. IN FILL U.N.O. CELLLL CS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 Lu a NOTE:EXTEND WlAXW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE E - D 6 MIL VAPOR BARRIER ; p �r 4 D • COMP. SOIL. 1 T (COMPACTED TO 95%- MODIFIED PROCTOR I 1T�11 ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'4' (1 STORY) STD. 90 HOOK (SEE U.N.O. 4° 1'-$" (2 STORY) DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14 •��O.H.D. RECESS � z M 00 i. _1— .'.e• SEE A/S3 OR J/S6 `-I 111 I I I1! U F I Fi t 11 1= FOR REINF. INFO. L 3" MIN. CLEARANCE 1' 4" (1 STOR / T-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY , NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=1'-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH —� � TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TJAND WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE AINSULATION 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 IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 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" OR 5/8"x10'WEDGE ANCHOR @ 24" INCLUDE THE WALLA.F.F. O.C.) 211x 6 W1.4 x W1.4 ATTACHMENTS 6 x 6 W1.4 x W1.4 31/2" MIN. WWF OR FIBERMESH 31/2"MIN.WWF OR FIBERMESH ' I ELEV.4-3 1/2" h A.F.F. o ° ° I I=E I.I=1 11= I'31 /2"(min.)- 4' d 11=f f _ N oo 31/2"(min)4" IT_I=1 I. ° —III I I-1 I I- ' 31/2"(min.) - 4",, -f I I—f I —IIII� I'' (2) #5 CONT. 4 III 11111 �;11 .Tr III 811 (2) #5 CONT. 411 r l 1—I I ,�I,I t-I I 1 1 811 U.N.O. U.N.O. -} MIN. r� MIN. A l 1". � A 1"\ 1\ / /1 \ A A 1 1 "SHEAR WALL" SCALE: 3/4"=V-0" 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT / \ 1 "x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. @ K.O. BLOCK @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR —� r 2x P.T. PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR i GRADE ° . o r e ° D i .. . . . . . t. z FINISH GRADE GRADE 40 M #3 & #4 LAP SPLICE IN. Fy= 40ksi [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] p - - O° _ 6 MIL VAPOR BARRIER �I 1 I III I> n. ° I I I-1=1� 1 I = 00 f l=L-1- '� R 1 7/811 #5 REINFORCING BAR —� D D D pD _ I —III —III —III —III —III Fir ; I I I I1=1 I (-1 11=1 I I-T_ N z D p III=1 1=1 1=1 1=1 1=1 1= z I P I I I r L=� 1�=1 I I=1 I 111 #5 LAP SPLICE D°—III—III—III—III—III—I g p D D III —III— — — = - <., • I I D ° . I I —I T �T� I 36" MIN. LAP [36" MIN. LAP] I=111=1-1-1-1 I- I COMP. SOIL (COMPACTED TO _ 95%MODIFIED PROCTOR ASTM D1557) =III=III=III—III=III=III=III—III— 4" 1'4" III III � III �� FRAME WALL TO C.M.U. WALL CONNECTION �D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" �r GRADE 00 - - a • III —III —I I —I ' _ _ _ -(1) #5 REBAR w/ OPT. ' 1= I I -I 11=1 I - I 1 . 11. I I- 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS d M 1 T 4' a :. i111Lllll.. :4;1III60 —1 L. JIIT SEE A/S3 0R J/S6` "'! 111 1 I, i 11 111 111 I IL' FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0._011 a CONT. BEAD SEALANT a INTERIOR ° -31 /2 a CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB o° C � _Ev _1=1 I 1=1 M 6 MIL VAPOR BARRIER =III I I III IIIIIIIII IIIIIII' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 1/2"(min.)- 4" SCALE:3/4"=1'-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE 0 D W -1 11=T-1 I m a D g ' �T ITI I — � • LU W tp T 1 1—I 1 1=1 I L- (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 "O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH I CO ° II-TI-1I1=1I1= II III -III -III-' *— (2) #5 CONT. ON 3" CHAIRS (NP) 8" V-411 Q1 O 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" 13 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS 1N ° AT 24" O.C. MAX. x CONNECTION INFO SEE PLAN FOR ` >< & LAYOUT DESIGN M - =r�-1 11 iv TOP OF BEAM (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL -r - - - v : e c _ it 1=,1 -1 1 I e I �" -- 100 BEAM SIZE & CONNECTION INFO T I ' 8 I a (— I I FI I � 11� 1 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 fi- Ir- "- '- 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE Cr SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J ' rM o w ABU66 SLAB STEP & RECESS S.G.D. � SCALE: 3/4"=1'-0" S3 -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS 8" MASONRY WALL .. EXTEND FILL CELLS G W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD -INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. M ' ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 GRADE a FILLED SOLID (SEE PLAN FOR = _ _ = a 4 6 x 6 W1.4 x W1.4 cat T SIZE AND REINFORCEMENT) _ C7 � ° o = ° °•= =) = - z= � �—I � I —I I � I —III —III —I � i W WWF OR FIBERMESH co BRICK PAVERS or SLAB PER W U 1- a W W 1=9 I I z p o `n = -III-I • �• _- -_- - z_ ° 0'-0" FIN. FLR. COMMUNITY SPECS Qq " I I=I =III=III=III=III =III=III—= — - -111_-I 11=1 1=1 1=1 F I III -III -III -III -III III -III -III FOOTING v I- I BEYOND IIIIIiilllliil II ,� PAD REINFORCEMENT-]3" MIN. CLEARANCE SSEEFou4DATION L=P (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. r SEE SCHEDULE K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL KN S3 SCALE: 3/4" = t'-0" SCALE: N.T.S. S3 1 f 0 Imo. 0 (CD I M N v W z � N o � z <c J M N 0 N �_ (DMLUc�Cz 4 GiJ Y 0 - D�� r t a �N = 2 � F- c.� m 1,e win~ E o $ f c� o Q sm N o�ao w z ZiUl v Nz a W = oti -2 Z O Z LLrn E if W a \ A U �Q �� r SQ' lk� E LO OF£so-,S , To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o M�¢ W Z M o� Q E zo �0 ,m ¢� Z® E tV D a 00 0U _ c o G N �F z 0o 0 XQ -z L Q Z �w m ra _ C Z2 oy 0 OLL Z z m <� Q W Zz Cf) CL O 2 U a zson o - z U <o Mj o a CD o< Z4 01 U� 2O ^L1 W ,> .-. > O m CU '� _ O cn T It � T 0) _j - T cD N Lid T T cj N j o z (° z O N E IL 1) Q o JOB NO: 19-5907 SCALE : AS NOTED SHEET NO. S3 ! �E I i Y I ' Arx pi r i- N h P u ,5 I y I 1 1 b i'�r,: # Y T l} 91 i 4� t sY 4+ � y R Y LO I 1 �1fi Z Cjl $ N r I f � o I J r i Ln w i7141r c 1 •� 0 11 E + , v E fT)Kir. _ a+, J ' � o :t' U t C-) • I , I J •o ht i 1 r sa>f�� rn i r � I Iv r I1 e� 4 N a otr tk 2, f r t e`Fr 3 1 + S1I 11 ` ti4 m (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d -- DRYWALL NAILS TONEAILS SPACED MIN. EXTENSION FROM DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK PLATE WALL IS 1 1/2" MAXIMUM 7 5/81, 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ STEEL AND GROUT FULL 8 1 BL K 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 EXTENSION FROM EXTERIOR WALL OR�I ^ I ❑ ❑ x8x 6 OC SIMF�SON SP2 w/ (12)10d HEADER FLUSH TO OUTSIDE OPTION WALL U NAIL AT EACH STUD LBLOCKING RUSS BOTTOM CHORD OR 2x4 FACE OF BLOCK WALL IS 21/4" W/ 2-16d TOE NAILS CL DOOR OPENING DOOR OPENING DOOR OPENING � 1/2" EXTERIOR GRADE SHEATHING TO DRAIN EACH END —I / FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ C @ ✓ ❑ ❑ ❑ COMMON WIRE NAILS @ 4" O/C w 4 O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6 O/C EDGES & 8 BLOCKING ( ) 0 TO BLOCKING WALL O/C FIELD :r ?C `t (2) 2x HEADER CL WALL CLEAN -OUT A ❑ ❑ ❑ 2x TOP PLATE r G (5 -/ PER PLAN SCALE: N.T.S. S4 ❑ ❑ 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP IV EQUAL TO TRUSS BOTTOM 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING VARIES O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dx1 1/2" 2x STUD 24" REFER TO WINDOW PRODUCT APPROVAL NAILS AT EA. TRUSS VERTICAL WEB @ SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW, EVERY THIRD (3RD) COARSE THE 11"DOOR JAMB WALL IS TO BE (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. PROVIDE P.A.F. NAILS OR 2 x 6 (MIN.) FRAME MANUFACTURER. IN KO BLOCK AT EA. STUD12" WALL HEADER MASONRY LAYOUT D MAIN SPAN 2x P.T. PLATE EQUAL @ STAGGERED O.C. H A ER DETAIL TYPICAL SECTION THRU WINDOWKT�ROOF TRUSS PLaT TOCONCRETEOT. MOISTURE BARRIER SEE A/S3 FOR UPLIFT CONNECTOR REINF. INFO. SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) Q AND FILLED W/ GROUT 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID + POINT EVERY OTHER ++ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d — NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1_#5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 d , 11 ° °d a g' STD.90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-1)" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION AL NOTES: lO FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 2211, PROVIDE A 4" x 4" INSPECTION _ _ = PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 2J BLOCKING (TYP.) VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. \....—ROOF TRUSS II SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO ll IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER SCALE: N.T.S. ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL G SCALE: N.T.S. S4 d � 1 #5 VERT. IN CONC. FILLED CELL W/STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- VE"DIA.x JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E BEARING WOOD FRAME WALL j 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. SCALE: N.T.S, S4 SCALE: N.T.S. S4 CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR a d d THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON a DOOR STOP PSPN516Z w/ (12) 16d NAILS P.L.1.8E Fb=2400 PSI (AS PER PLANS) MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) 2 x 6 P.T. SPLICE NAILS TOTAL) EA. SIDE OF HTT5 w/ (26)10d NAILS (4670# SPF) GARAGE AB., SPLICE STAGGERED ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) DOOR MNv ° 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) J-BOLT —Tiff 71 _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) TRACK � • HDU8-SDS2,5 w/ (20)1/4" x 21/2" SDS (5665# SPF) BRACKET G O 10d @ 8" O/C • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) J'IAIC, . ` • • 5/8" DIA. x 12" EPDXIED A.T.R. MIN, 8" Yp EMBEDMENT w/ WASHER & NUT ATTACH ALL 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED DOOR TRACK EXTERIOR STUDS A.T.R. MIN. 8" EMBEDMENT w/ WASHER & W/MOUNTING ANGLE W/ (4�16d TOENAILS NUT TO �I P PLATE . FOR HDU8 USE 7/8" DIA.. x 12" EPDXIED A.T.R. NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: MIN. 8" EMBEDMENT w/ WASHER & NUT FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT w/ WASHER & NUT TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE rN SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON r—C) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2' x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' 1 (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) 1 (4) (2) LSTA30 FF SP4 SP2 I SIMPSON SP4 SP2 SIMPSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE OVERLAPPING 2X BLOCKING ZX STUDS @ 24" O.C. 0'x10" "J" BOLT NAILED @ 24" O.C. MAX. INTO 11 NAILS @ 6" (2) 16d TOE NAILS MIN. (2) PER BOTTOM PLATE TRANSOM FRAMING TRANSOM FRAMING STAGGERED EA. BLOCKING WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION 2X P•T• PLATE SEE SECTION AA/S1 AND BB/S1 FOR is 2X8 WALL ABOVE CREATE A SOLID BASE FOR 1/2"X9112" PLYWOOD OVER TOP PLATE ** HOLD DOWN CONNECTIONS ADDITIONAL DETAILS SIMPSON ENTRY BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SCRAP MATERIAL— WITHOUT UPLIFT SP1 K.O. BLOCK W/(1) SEE FLOOR PLAN NOTES FOR SIMPSON SP4 PSON SIMPSON- SIMPSON J-BOLTS @ 24" O.C. #5 CONT. & T REQUIRED CONNECTION RECESS 4PSON MAX FILLED SF LINTEL 5/8"X10' J BOLTS p,�OOGji �N 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO 2x4 NOM. RECEIVE GARAGE DOOR AND TO ALLOW ( ) @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR � a d 2X8 P.T. BOTTOM P TE MASONRY WALL FOR WATER SHED. 2x CRIPPLES @ GREATER HEADER A KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C, W/ (2)12d B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN SIMPSON SIMPSON C SIMPSON (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA 1 SP4 SP2 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR • INTERIOR HEADER: SP4 PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 S4 12x SILL PLATE W/ (2) 10d NAILS @ 4" MOUNTING IN POSITION POSITIBASE SHOWN ON 2x8 WALL ) 12d TOENAILS STAGGERED A 6" 10d NAILS @ O.C. STAGGERED GARAGE ENTRY FORM DETAIL BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) TRANSOM FRAMING o ° 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. 12d TOENAILS � BEYOND. 01 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x • OPENING LARGER THAN 4 FT: NAILED INTO TRANSOM PLYWOOD FASTENED TO TRUSSES CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH TRANSOM FRAMING O/C BOUNDARIES 6" O/C EDGES o E SHEATHING GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/S1 AND 8" 0/C FIELD S4 CONNECTION ASSEMBLY BB/S1 FOR ADDITIONAL g GARAGE FLOOR f TRAVEL DIRECTION OF 2x STUDS TYP. DETAILS • SIMPSON SP4 w/ (6) 10d x 1 12" GARAGE DOOR SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD SIMPSON HTT4 TYP. SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING U.N.O. SEE N/S4 N�N(> RECESS SIMPSON SP4 SIMPSON SP2 w/ (12) 10d NAILS MASONRY MOUNTING BASE DETAIL ** HOLD DOWN / SP4 • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. CONNECTIONS LINTEL / MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. ° a NOT REQUIRED @ / PLATE) d o a d e ° PTBOTPLATE BEARING WALLS NOTED a a a ALTERNATE: POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E .. . WITHOUT UPLIFT da a 5/8" DIA. ATR EPDXIED BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED Q 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM P FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. WALL HEADER DETAIL Q PLATE FRAMING @ 24" O.C. DETAILS AB V R SCALE: N.T.S. SCALE: N.T.S. O E ENTRY SCALE: N.T.S. Sq 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) S4 f f G v _M!�2 N O � gN Q V J M d N E3 M cn � 0.2 Q U-3 Y .O N - E �ul Ly m r.ir i e imp m o g aMEMV ) W • m �m N N � tsn •nfi r J � � Oa W LU Q ° EAcLL otico V �1�Q A o O w� z y -- EMO. V E rn .. 5 G W -I411 Bf •6 - q�dP at IF 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 - Resrdential 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 co JZ W M M n oz LL E Z Z o Z® ¢ Q w� z ❑d O E N B O Q a z a 0 0 Y a z ww i ao W0 (a (n C C:Z� z 0y "m m o oLL <w �z 8- O O "> 3 0 �w' �- o w w� p }° a co cY A r_ V� � 0 2O ^L' W Nt ■> T CM .-. > O C11— , m ^Cco O ate-. � ■T� J T T LO C.0 N T r i. T CD CO 04 o M h Z z cc OCID E a U ¢ p JOB NO: 19-5907 SCALE : AS NOTED SHEET NO. S4 nl III. I III h 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 BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 1Od x NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) 10d x 1 12" AT EA. �� ( ) 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER S06 FOR 2 6 WALL USE " k @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER ANU @ ULL 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45° t 24" MAX• TOP CORD BLOCKING 45°f 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL RIDGE FASTENED AT @ "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST WEB @ 8'-0" 0/C. EXTEND AT LEAST 90% OF ' MAX. & (2)1 Od TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. (SEE A 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 — -I ATTACHED W/ 1 Od EA. END NAILS 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3 3 O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 1/2" CDX PLYWOOD OR 7/16"' OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) • O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2) 16d NAILS REFER TO DETAIL J ON SHEET S5 FOR N � r SEE STRUCTURAL X-BRACING, AND TOP M NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION `° eo °" SHEATHING DETAIL 1 1 ' 1/ 2"x4" CROSS BRACE WOOD TRUSSES 00 60 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING M 1 1 2 EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2 10d & (2) 10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS `7U�1' ^ ATTACHED W/ 2 -16d rt� 11�� 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ 1 ROW " () (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 112") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 1. 11 SIMPSON H1OA w/ (18) x SEE STRUCTURAL NOTES 10d x 1 12 AT EA. SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" 0/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL - SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE V:..A 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1 Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING_ W/ (2)16d TOENAILS 2x4'T' ON TOP OF PANEL If BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"xi 1/2" 10dx3" @ 4" 0/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 1Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1Od 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 1 Od x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24: MAX. EDGES OF SHEATHING TYP. L BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 16d NAILS OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1N DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANELS 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 LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) E TI N S C 0 g ° SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1 Od PER JOINT IINIMUM 2x :ROSS BRACING SEE PLAN FOR OCATIONS) 10dx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL (2)16d PER NAILS JOINT t- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL �JJ� ill ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. S5 1 GABLE TRUSS SS "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 II °. , a Jl m 11 a ` �II ° 11. ° II ° Ila 1 '-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. �,'S5 PRE-ENGINEERE WOOD TRUSSES SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `-MINIMUM (2)16d PER JOINT `-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C %einnn -rnr innrc+ 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ z w \-BRACING w/ (3)1Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER .BOND BEAM _ MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C I M7rl GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 , CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. INS ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 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" 010" - T-O" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4„x1 1/2" SDS^' ^ 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 11'-0" MAX. 9C� � CORNERJACK 0 Y a Q tY w z Cr O U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURERS TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) T BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 r ^� Q _a t M M N z o z o J M LL N M N z E � o � Vi Y f6 wC g a a •O Ljj c �N 2 � o � U 00 w �— o E 0 g o l _ 8 U o y ¢ m • ®� Sm N N v�i N o� g o N o w z Z LU Z W rnLL.�w a Z is- 0 o O °2 w 2.2 �/) O 'p U) r y LL LU d a�� 1 N ❑ � ''•.,•.•F4.a,.•• O F W O "' ` N E S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o co w co ¢ z o Z 4 L o =o o� 0 w= T �k zo oW I U X O a F 0 OU 0 O o C:) L < = o q aZ J C Z Y U N m O ZF m Q W LJ O Q o U Q U a �z a= < O CD d w o- z¢ a o� U 3 O O > d' ^L' W ■— r M O ` 0 0 N m c I— �� = C d- O 911— LC) 6 E w T M CV a z E O a U Q p JOB NO : 19-5907 SCALE : AS NOTED SHEET NO. S5 �t- 0 CN O L0 t a x O O r` 0 L0 I v v 3 O) O i O 0_ E E O 0 v J Cn LZ 0 U O 0 V U N 0 i 0 v U J 0 t2 0 0 d N 0 w 1x4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1x4 ( 1x4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION DOOR JAMB REFER ( P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX. $ DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3-1/4" LONG X 3/16"� FURRING 3/16"� X 3" LONG FURRING 2 ROWS 3/16" x 3-1/2" TAPCONS () FURRING #5 REBAR ` AND NAILED W/ 8d COMMON 6" O.C. EDGES AND 12" O.C. FELD �( BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO STAGGERED @ 16 11 TAPCON @ 16" O.C. & 4" 2X8 (TYP,) ` ' BLOCK@ SPACING " PER MANUFACTURE 1 DETAIL - 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 STD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d JOIST MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL ` STD. 90^ @TOP & TTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL OLID S BOTH HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER METAL SEAT PLATE TAPCON @ 16" O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/161, BOTTOMND x 3-1/2" TAPCON @ 16" TYPICAL APPROVAL FOR CONN. (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH 1x4 FURRING — -� TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2 - NOTC F� @FIRST COURSE SIMPSON HGAMIOKTA 12" O.C. �° w/ (4)1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` ` INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /411 DETAIL +5^ NOTCH WEB AT THE FIRST 2 COURSES ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A 7SOLID -A = 1610 #FOR 2 STRAPS FILL 1St4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID WIGROUT •" BLKG. AT TOP BTWN. 2 -0 1 X 4 FURRING Ir 8 1 PLY PRE-ENGINEERED TRUSS • " BLOCK HEADER ARCH BLKG. &BUCK 1/4" x 31/4" TAPCONS • ' ' '"• SIMPSON HM9KT w/ (4)1/4"x1 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"x2 1/4" TITEN = 2150 #)2 x 8 45' DIAGONAL (4)10d NAILS 7ENO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ INSIDE TO ALLOW FOR INSULATION7/16" OSB TOBEINSTALLED BOND BEAM OR CAST IN PLACE BEAMCONTACT FOR OVERHANGS BETWEEN OVER 11/2"BUILT UP PLWD. BUCK ARCH PANEL CUT H.B. FOR POLYIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILSOVERHAN EA. END RETROFIT TRUSS DETAIL ;AT 4 tA CONNECT W/ 8d NAILS BRACE/ BLKG.2 N.T.S. INSTALL WDW. SCREW ANCHOR x4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB .. INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%" WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NHANGS LESS THAN 3/4" - NO REPAIR REO'D. OTE: FOROVER START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4' MAX. RAD. USE (1) SIMPSON 1/2" HID TITEN (CENTERED) w/ x0 TO TRUSS TOP CHORD LFRyq� MIN. 4" EMBEDMENT AT 16" O.C. + c FNQT j r -O rr 5 -O " SCALE: N.T.S. SS 12 + + N PLYWOOD SHEATHING JACK TRUSS PROVIDED BY + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + INISH FLO _ 2 x 8 BUCK - CONNECT TO BLOCK SECTION A + + ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B B ROOF SHEATHING ATTACHED RED + REQUII D D _ 1/4" MAX EMBEDMENT INTO .) PER NAILING SCHEDULE ALL TO SUPPORT ° p #5 BAR 2 0 8 TRUSS + + SOFFIT ° . pD p 10 •4 ° CENTERED W/ [:�:SOLID BLOCK HEADER BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + ° °� 9 H IN TOP 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP . e EACH TRUSS o ° CD KNOCKOUT / N CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR MONO FOOTING VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3) 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN ° AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT Z TO BE INSTALLED 000, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o (NOTCH) BACKSIDE SCRIBE NOTCH 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION P 90 HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'Y? WOOD FOR OVER HANG � �4 . FILLED CELL - 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") ° INSTALL WDW, SCREWsk BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAID. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ° ° ° ° ° ° ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. " ' " "� '° " ' PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ENTRY L SECTION @ROOF EXTENSION j� STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK, MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/8" NAILS L STUDS & O - NAILHTT4 U S & (1d 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" a IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING { REINFORCING COVER 6'-0^ EPDXY MIN. 6" EMBEDMENT & o SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP � ` LL '-'-' NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE p c� THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o u p LU a A REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT — e — — — T n j # EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. n 1 / 6 MIN. LAP SPLICE W .p' .p I - — � — U Z x6' EXISTING FOOTING 2 #5x6 IN CONC. ( ) * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL "' ¢ N FILLED CELL SMOOTH. DO NO FURROW. I= DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP GRADE p, > . p I SET BAR IN EPDXY ?: - .. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: "' z 00010 H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r p ` TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° ��a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ p (2) #5 RE BAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j 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. 1 0 � 0 Cq z N O z z a d N o v 0 LL V= Y (>3 w g o a w G) N c E U CO � �- E 0 8 mj..., z . sw z U '0 c �' u ¢ 0 ° Q m N N b o� � Z LU z LU QV' z a =LL oti ci a' C, ingW -O .w .8, g$ o 0 Pa W v, c N 3 a m o r y LL W OW ro.w. U�o xe" ••�■' F 1. 0 4v � " F W O"� 4 E To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W co M y¢ o z LL_ Q E � a L E o w= z® Da NU C �� UO °� o E N Wz 00 QZ w= w d L C Y y mO 0 z m Q W N F � Z 0O Z. (� ¢O F� o yz wZ =F -o O co ZI¢ nF UU °O nL1 `WJ ■— r M C) Q C � m � c o � J TO U ) of 1 rn 04 N r T ca M y o Z C E Oy C a U _j Q cc 0 °i JOB NO: 19-5907 SCALE : AS NOTED SHEET NO. SS TrT _-F-77—t - IIIII�II'.I-1 i I � � 3 c C) n 0 LO I a x M 0 J 0 I m c N -�v c Q a E N E 0 v J co Lz In 0 U 0 0 UI 4.1 io 0 co in 0 0 0- 0 N 0 W m �a CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT, SEE TYP. TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH `3 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. --- /— WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER USSES NHIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD MIN. (2) 2x4 SPF TOP PLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; p MIN. 2X4 #2 SYP P.T. PLATE °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION @ ENTRY s SCALE:NTS SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E 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 1111: 3W_\di BEAM @ RAISED ENTRY 2 MASONRY WALL r4 SCALE:NTS >IMPSON HUC410 w/ (14) 6d INTO HEADER & (6) Od INTO BEAM - SEE iOOF PLAN FOR MORE NIFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/PLANM OPTION S CONNECTION INFO — COMMON BM. TO POST ATTACHMENT � SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION ° PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE:NTS 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22'� SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN FOR CANT. -7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C BM. SPLICE OVER q /- CENTER OF POST wAIMMI r SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `—• MASONRY WALL BELOW: SIMPSON a°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS EXTERIOR ATTACHEDI SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE:NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS —� • OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS LOW ROOFMALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/----" (2) 2x6 BLOCKING UNDER— FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS f G� O c r ON z N O �o J (h D_ N _ M t0 N Z a ^1 o 0. V/ lL --J V w O ® a u, N c E(/1 a o � � U m w r— m E all= 0 8 U o a v 0 ° sm N N o i a o w 2 in z a W4 �rnLLcW zz V a' _ �Q 3 z Z 0 0 d 4¢ x a o; N Z I1111i// 6 Q LU f r ••�„ •Jp� Q QMz P '•, i.0 :. R O S S,p` \\\\N iE ►III To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o M M z o z z 14 J Q E 0 ° w g p o W� � Q N 2® tj �cuE "6 CL o X O &a 0 OO S< N <- o 6 Wz ¢W L U) C N ❑ y U _O m O OM Z Cn J 0 az �Z � Q ohs° LL dz �w T V ¢ 0 o0 2 r F& 00 Q Y wIw Y a O z< °3i o� > L_ W d' ,> co ,.� > O L 0 o N m c o T qqr J �— T' rn N r ut E 1"- CV) N � M � o z E Q U) E .. a� Q. U _j Q a JOB NO: 19-5907 SCALE: AS NOTED SHEET NO. D 1 ^' ^ "" WEATHER ✓E BARRIER & 2ARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER s DO NO' BOTTO P1 nnlri SELF -ADHERED FLASHING HALF ROUND WINDOW I L Ql 11111.2 rLMJMINIU SELF -ADHERED FLASHING DECK JOIST NOT USED 114 WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING (SEE DETAIL WP07) ED FLASHING M 8 2 4SHING OJ r©111 Q WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �- SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING \�\\\ �•� PLASTER STOP CONTINUOUS BACKER - ROD & SEALANT 560 o� 0 0 0 STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE ~� THIS GAP IS A RESUL NATURAL SHRINKAGI DO NOT SEAL. DRIP SCREED PLAST ACCESSORY WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS THROUGH SELF -ADHERED ASPHALT ADHESIVE ADHESIVE FLASHING -7 SELF -ADHERED FLASHING a SOFFIT/CANTILEVER SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER Ground Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) Cl_ DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS RUCTURAL FRAMING RUCTURAL SHEATHING RIP OF SAF AINAGE PLANE WRB ND BREAK WRB LATH FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 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 R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. 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 Detail Instructions Refer to the number marked asOin 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 Cement Plaster in accordance with ASTMC926 over wood 2nd floor 7/8" Cement Plaster in accordance with ASTMC926 WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all t� c_ uu a 0 Lul M � N z o V m g � N � � o J M d N M U) 'tea Z N = C1 C -4. 1 1 r Y w 0 2 r /� w � v , C O N 2 _o U 0° w m F-- m E o `.. 4 = 8 c 'n iu Q ) O �' ® 0 sm N N Z UJ o ooN 1' w 2 o r o �Z/ P 2 �n�o LU LU Z C cN ¢Q o _ _ W W N M.E NO LU Q P1 _ q ❑❑ 0 N M 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r- C W co M z o ZZ Q w a E E 0 oo w z zo ¢N z® O 2 co Q0 UK I_ ro XU aO o0 C,z 04 ¢o 0 Q a �w L t0 j C Ox �m m o 0 oFr z Z aw 1� C�`i ow ao a ¢o 5. =� � 3 oCO a< ;o WJ � o 2¢ a 1= O U3: 0 N 0 > ^L' W ■- r M Q Q 0 o C L N [0 I� 1-- �'� =co C d- T 0O T T 2 d" rn N'^^ T (0 r ui M w T CV) N M M y a Z C E Ipcc a c0 0 JOB NO: 19-5907 SCALE : AS NOTED SHEET NO. W P March 20, 2018 Re: Wood Construction Connector Compliance for 2015Internatio al Codes & 2017 Florida Codes p n To Whom It May Concern: Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Tasting and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Sirrnlar Devices in October 2016 to incorporate a methodology to evaluate products to the 2015 1-Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/31)2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit www.strondtie.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEED AP dWBDW Engineer, Southeast U.S. Branch Page 1 of 1 Simpson Strong lie Company Inc. 2221 Country Lane McKinney,. TX 75069 Phone: 972.542.0326 Fax 972.542.4139 vma stronatia.com r N C/) Ca N U CL O O O- .0)v - W N 0 U Ca W O O C5 0 c C O E: Co O � 4- co 0 0 E 2 C O '' __^# Co iZ Q o z � O O U) <V O L .�--A O L V! W L W� Q z J z J d SHEET NO. PA 1.0 A3 "�� FL17244.1 ESR-3455 A23 FL10446.2 �'v1��, ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210.2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD218 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD21E-3 FL17232.3 ESR-3445 HU218-3 FL10858.1 ESR-2549 HD28 FL17232.2 ESR-3445 HU26 FL10858.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD810 FL17232.4 ESR-3445 HU810 FL10858.10 ESR•2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17899.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAMIOKT FL11470,4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETAZO FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11498.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR•3455 HTS18 FL10458.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456:23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR•2613 HTW30 FL17244.6 E$R-3455 HTS30 FL10458.26 ESR-2613 HTWM16 FL8223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Repoli HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2813 HUGT3 FL6223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 - As required by Florida Statute 553.842 and Florida Administrative Code 96-72, 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 building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +87.0/�7.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0l�67.0 psf ThermaTru FirberClassic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.t +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (BX7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors WS (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential VMndCode Doors W6 (SX7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W8 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/•55.0 psf PGT Series 5500 FL239,7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7649.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GulfLok 16' wide roof panel FL11851.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15078.2 N/A All American Shutters &Glass Galvanized Steel Storm Panels FL17869.1 N/A 6- STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the lima of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed If approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE N Florida Department of Business & Professional Regulation Building Codes and Standards Product A Application Detail Approval App Pap I of a 12/12/2018 Florida Department of Business & Professional Regulation Building Codes and Standards Product A Approval Application Detail Page of 8 12/12IV8 Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detall P.pe, all 1 sno+e Florida Department Of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pap or, 152pa C +� � � � V �a LCL �1 }e �,I—. VI U �4 Cn ( �i /�/1�♦ � "� co W U 0 O L O }a `� O - (D L (n ♦V�l1 ^ y> f� /����/ i 4•F� Z 1111111 1E U) / /1 iL V i /1 V/ �•4 • v �•rr `V O L Q ^ Y.! auk SAW or Q,t; 2AIt Data Pendire 21111 IypA version Manuacturar Cerrtac} Enalnaer&License Vaidated By Yelldatad Submitted EEC Approval Approved StaWa Revision 2017 Therma-Tru Corporation Rick lil Lyndon F. Schmidt P.E. rp Ryan J. King, P.E. 1W152017 07/17/2017 10l182017 12/122017 Approved Category: Exterior Doom (419)298-7740 PE-43409 (813)767-6555 Subcategory: SWnging Exterior Door Assemblies rlckwiltrebldgconsuftems. Compliance Method: Evaluation Report from a cam Florida Registered Architect or a Licensed Florida Professional Engineer FLY�li61.FY[Pratlucfa - Quality. Assurance Approved for Use A rovedfar Use loncect patio, Seat Product Model. Number or Nam, Product Do scriMlon Contract Expiration new In HVK Outside HVHZ Rmlajamt Preaeure 1 e. Therms-Tru Fiber-CMaslc and Smooth-8ts Nominal 6&f139;8 &quotNondmpad&quot; Opaque 12/312020 No Yes No. WA Composite Edge Fiberglass Single Door nswl awl X c 6 f. Tharme-Tru ber-Classic a odh-S ar N0M nal &qu NogrFl pri) Opaque 12/31202 No Yes No A Cods Entity or 92 D111 Data Perot- 2& jygs version Menuhctunr �gDtgSj Enelneer&Lleema Vaidated 8v.y.11eatea Submitted FBC Aeor l Aooroved SGtug RkKNMgM Lyndon F. SchmldL P.E. Ryan J. King, P.E. 12/132017 12/1 Y2017 12272017 02f132018 Approved Revision 2017 Thermory. Exterior Category. Exlerlor Doors (419)298-1740 PE•43409 (813)787-6555 SubcategorySwinging Exterior Door Assemblies rickvr(AjwbidgwrisutlNlts. Compliance Method: Evaluation Report from a com Florida Registered Archfied or a Licensed Florida Professional Engineer `F1.01A3 Rtoducte _ OualltgA sunnce Approved for Use A o.w4forUae- Impact }Design Imil Product Modes.N amberorName Product Description Contract Expiration Date In HVHZ Outside HVr2 Presure 1 a. ThermtrTru Flbor•C18SSIC and smoolh-Star Nominal 6&f39;8 &quotNon4mpad&quot; Opaque 12/312021 No Yes No WA Composite Edge Fiberglass Single Door (Inswing/OumAng; X configuration) R#1ae254t4 -- 2� P.�UE 20 mi DabJ'� 20 VaUdded by � �� WAFddbCtWW � � Revision 2017 Tharme-Tru CaporeBon Rick Wright Notional Acoustical & Ryan J. King, P.E. 122Milr OW212017 1201 Approved cat"": Exterior Doom (419) 2Wl740 Management brmMute (el3) 7674+535 Subtlahpayc swinging Exterior DoorAseembae 'WoucrabMBConsuManb. Corrpleooa MWW. O.MRMWn Mom or I" cam Anny dfor Ups Approved for the hoped DOMM �ggj �e,1�Rgti& � �.HVHZ d FO m 1 a. dquatCYaebCmR&quok orrd &grrokBanMmark by 69 and aD Opaque and! Obwd F9rergWa Door with 12212021 No Yes No WA Therm-Trual and without Sides m. Irowaq and Outlawing Ise EerrLer Ian 20 Q�.PlIIsem dais � Y�� VolkigM Be pe wm 2017 TMrms-Tru Corporation Rick Wright NaOonel Accreditation& Ryan J. one P.E. 12I2012017 OW212017 121 17 Approved Category: Exterior Doom (419) 298-1740 Mampemerlt Insiders,Insiders,(813) 767-8555 aubCMspay: Swinging Exterior DoaAseembltem rtdnxerwbidgconauanta Canperree Method: CertlSriion Mom or LMVp claim_ 8.Prod1cts ADDMV*d Moon Apsenvedfor we WRaM alwo mi Ia.tttBQ. t d PJltlla! tl e. 8quokhtloo8r-Stor&quol; and &quoCBendanark by Br6 and SIO tongue oM Glazed FgrerpWe Door with 1N312021 No Yes NO WA T•Trudquot and without Warsaw. Inarrkg and Oubwing quot; Composite Edge Fiberglass Single Door Inswln nwl ;X configuration) 6 t Therma-Tru Fiber-Clwslc and Smooth -Star Nominal S&N39;0&quotj lon-Impect&quol; Opaque 12/312021 No Yes No NIA Composite Edge Fiberglass Single Door pominallOM9,8&qumI 9 I. Therme-Tru Fber-Classic and Smooth -Star Nominal 6&W9;8 &quolNon•ImpadB,¢fol; Glazed 12/312020 No Yes No WA Compose Edge Fiberglass Single Door (Inswing/Outswing; X configuration) g 1. ThermaTru Fbar-Clmalc and Smooth -Star Nominal 6a,Y39,i! &goof JJorrlmped&gaol; Glazed 12/312021 No Yes No WA on-Im ac Composite Edge Fiberglass Single Door onevi /0utswlrg;X Iona oration Mon 14 n. Thenme-Tnr Fiber -Clad and Stroll Nominal Btvi'3$0 & uolNon-Ire act ol; Glazed 12/372020 Na Yas No p(/A q P 4olu Composite Etlge Fiberglass Single Door nswin rant ; X cantl ratlonj n. a e- ru sac arNormran quo qu ;. et. o es Composxe Edge Fiberglass Single DI (Inswing/Outswing; X configuration) Florida Department of Business & Professional Regulation Building Codes and Standards Paps + a I iffi a Florida Department of Business & Professional Regulation Building Codes and Standards Pap I at I 11512018 Florida Department of Business & Professional Regulation Building Codes and Standards Page + o l 115 18 Florida Department of Business & Professional Regulation Building Codes and Standards Page, of, Iimale Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail F7, SdBle area Memo Revision 2017 MI V&XIows and Doom Category: Exterior Doom SubCaagial Sb ft Exterior DoarAMembiiM Cwnpllrea Med - : Evatealbn Report from a Floddle Repleand Architect or a ucwm" Florida BMW or Brent stager Luis RoWrro Lama Sawn M. tkkh, PE (717) 366,7300 PE-02014 (717) 317.8454 b$MngwQmlwd.aan go 20 Dab PNWIM UkMtltad lOCAMNWM OSH32017 0g/11/2017 Oa11S2017 go Approved 1011012017 it" Approved I Sale bu Ymbn Review 2017 lAam MI Windows and Doom Caesar: Exterior Doors SubGagory: SIMng Exterior DoaAM M*Ue Canpgmw MWm4- Ewragon Report from a Florida Registered Arched or a Licensed Florida Enft or coal Em1�4.Laeace vandmwN Bert Stanger Luis Roberto Lomn Sown M. Udch, PE (71T) 365.3300 PE-62514 p17) 31744W bo"p@mhvd.cm Gan Gan Dan Florida- Yiadald two" FBG.AmtmW 081`132017 Dart 112017 OW7201 67 ride ALMtacad 10/10=7 &me Approved w Naeaas fdHk amp Vessel RevWm 2017 HNHdadm Mas I VMedoand Doom Ofteaay. 6d*rior Doom SubCabpory: Sliding Exterior Door Aswd)aas CompuarM Muted: Evaluation Report from a Florida Registered Arcihltect or a Lkenaed Florida Eminm: Cow E a.Lfanac Brant Stanger Luis Roberto Lama sisver, M. Udall, PE (717) 36533W PE-82514 (717) 3174454 betan"rr*,d.corn no 211a Data. no submitted FBCAogoval Approved OW1312017 08M 12017 06/16=17 10I10/2017 S" Approved Sdtde MOM Version Rio wm 2017 Memilf.lgal M VVtedms and Doss Cateyay: Erdador Doom SuWob pry: SIMng Exterior Dow Aesemban CM Wkmo Mig d: Evaluation Relwnf . a FMrid a Registered Ardhftd or a Licensed Florida ft h , Cotttald EBNlmti.L Valfdated91 Brant Stanger Lade Robedo Lomas Shorn M. Udch, PE (717) 38533DO PE-61514 (717) 317.84M b*Mk* Qm Wd.cam 201 data Dab PA- )Nwod atltanMW FHCAmralal OSh32017 O&r112017 OW152017 Gate Apprmld 101102D17 S1alta Approved Professional Engineer Pmh"ionl Engkew Pmbulo" En~ PrOlacbml Engineer 8t153324114Producs OLMWAssuOag! Ammoved All Use A9omagedfor Use impact Dodm 9f1J ePtaditus Guests Anti Aaermrdfor Uses Amy for Use bAga Gaalan 13f1!lH�ePn01.4 Charter wed for the Assumed! for iUse lmmd 22" B GuestsAtlll[acg! Alawalfor ths Aopmradbrthe lmwpt DDWM Af Product Mad*L Number or Nun hLlllRli Oubiwe dii Pmhftd PJmttn wi Product Mod&L Number aN.nrs prodoutpmdotbm conugstExokatbnpob Is.tBQP. ouma NvHZ Fa..IR Slpf Product Mpdme. NaMsra Name Product Dn&4odpn Corilract Expiration Dab In Outside.t!lGli !S PfaNB[t Bacr Product DDDCdgUM he Oldeme IAQ1L Ee4Y04 PJessure& 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMlNLkM SOD REINFORCED OXO 12/3111 1416448garyN88quoC No Yes No WA 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX. 12/312018 XO, XX ge&puot;x98&quoY No Yes No WA 1 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 12/312018 145-31411qudOW&gpah, NON -REINFORCED No Yes No WA 2 SERIES 420 ALUMINUM SG'D SERIES 42D ALUMINUM SGD OX, XO, XX 12TJ12016 96&quo"W&quok NON4REtNFCRCED No Yes No WA Florida Department of Business & Professional Regulation Building Codes and Standards Pape 1 Of I 10=18 Florida Depai lln artt of Business & Professional Regulation Building Codes and Standards Pa 1 a 1 UVAIm Florida Department of Business & Professional Regulation Building Codes and Standards Fee 1 a+ tall Florida Departiment of Business & Professional Regulation Building Codes and Standards pop I Of 1 115rm1e Product Approval Application Detail Product Approval Application DoUN Product Approval Application Detail Product Approval Applcation Detail Sale afro VAW- ManuhonlM[ Entrb a Contact Eaaomc&.Llae VaIM W N data Iah PANPsCKNBa mww d E9hmtllatl FBCAMOVid Drh ApIEmld man BrftSx l6m 2m aloe Ymlop Ma tublaw Armor c rd d Eapnac[&Jic� v im w a, Gate 201 G Wedged Ashati d Fall .Ao xal Gets Apa[m.d atacta 2w In! VaMtan Maces Endk or i Llsourses V.IMaad N get Gal !ate Galt YANOW fishmhntl FM A-ro Apprmal Man, F13a6141W 2mb Lmi Vale] moubm z Ea t or Canted EOpta!lr3J wlwtea N GMa Gale Dab poem Valued SAMMd FallA-,V i Re Anorwnd Biafra cin Revision W17 . Closer Building Products Company Category: Exactor Doom SubCatepay: Sectional Exterior Door ASMmbses O.VNrlce Mpilwd: Catllkatlon Mark or Listing Lark VVOSWfeW lMeft c Testing services NA, Gary Plusher (5/3) 770-0OS2 Inn (513) 5194M mwseterSeMedopeY.cam 11292017 OW1012017 12105=17 Approved Revision 2017 Clopay BuBd*g Products Company Category: Exterior Doom Subcategory: Sedlonal Exterior Door Aesamblbs C-mmNu Ma -: CellakoHm Mark or Leading Marls WMmrINM lradek T@obg Services NA, Gary Pl ehisr (513) T70.6002 Ina (513) 5186688 mwasMfiaid0cbpay.cum 11r2B2017 08/102017 12MEM17 Approved Revision 2017 MI Window and Dona - Cotegoyn Extenpr Doom Subcategory: Sit" Ezlerkr Door Assemblies CompOn MsNed:Eveok"m Reportfroms Florida Real engi Arched or s Licensed Florida Brem stager Luis Roberto Lama Steven M. Udch, PE p17) 9854300 PE402514 (717) 3173454 heMngeramilentcom 08/132D17 OSM 1/2017 011116 17 101102U77 Approved Revision 2017 POT Industries Category: Exterior Doom aubCMagay: Sadkg Exterior DowA.Wb6M Compllnce Warad: Certification Mal or LWq Dean Rark MW &Daa BCCO - CER M smiZeds aCCO- VAL (941) 488-0100 (788)31 druarkapg*xkWAs.00m 122a2017 112t12017 12!1B2017 Approved Ergluesr FLun412p Products LAac�'d Approved for Use Apr edfor sea J� pgypg Approved for ass AttW�tta! 1Maact !1!� gyp Produces 9nYer.Aacmfan ALMtmndtoLdn! Amon! !.DW Q!>mD SerfProduct Mel Number or Name Product poemom mAk PAWM.MP>mpn alai Prod,rt osonnhtiorhEKDWOUW Deb In HVHZ GphdltalOQfi Rs Premium aac! In HY11Z NvNZ ! PJ� 37 037 V95-09 PAN-2Ft61:8M, 94. 73, 76. 1SM. 190, 76, TeV, 4RST, 4RSF, BRST, &121148, 42, 55, 48B, SUM PM (min. 25111 SkoI Cw (up to III arid*) 0521=8 +MNDCODEW 74; WS Gags Dar No Yes No a3D PI53 PSI 053 WSM PAN-2F153: 64A, 94, 73, 75, 1500, I 4RST, 4RSF, BRST, SRSF, 48, 42, 55, 48B, 428, 555, Goss. Steal Pon (min. 25 ga.) DoubbCar (92" a 1al 05212028 wide) VpINDCOOE&a174; III Geroge Door No Y" NO -30 PI� PSF aace. . Product Medal Number or Nun Quaker A— Product Dowrigtlea Coarrct Expiation Date Approved for a, r g cAddk NV112;1wake.4 � Pressure 10 SGD4570 (Large Missy Impact) Will Sild re Glum Door OU74=1 Yes Yes Yes WA 428, 55S, GI GDSSV, ORS$, GR%V, All AR58V, GDSSV, GM, GRSSV, AR58, AR5sV. Boss, EIMSH 5 SERIES 42DALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 121312018 No Yes No WA E058, ED&SV 1434liquot;xe61lquot (D C: O Florida Department of Business & Professional Regulation P,ga 1 If 2 Florida Department of Business & Profess -anal Regulation Building Codes and Standards Product Approval Application Detail Pape I of I + a2o1e Building Codes and Standards Product Approval Application Detail 1Y12J2Q98 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pee I of I 115 18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Distaff paga / a 1 1412018 a 1 1 1 Its.9r. Enety or 2He 2l Date P,ndin, 2at1 RUtlS374t7 a 1 5271I- Q gm Ln ventaB Ravision 2017 ThEldlpYlML CURRIES Dill of AAIXa, In Category: Exterior Dom 1:taYher CanbKt Enabac & Validated By Dedlo [)a" UL LLC Ted Berman, PE (641) 4W2844 (305)118114707 219 Gah gW PONNM Validated AWIU d PaloAonroval 11l3012017 t0262017 go AppwJ d 12lOSr1f117 Biafra Approved L21version Revision 2017 Manufacturer MI Windows and Doors Category: wrdovis Subcategory: Single Hung Com pelence Method: Cemficdlw Mark or Usting Contact EnalnaerBLlcenea Validated By Broad SRlinger American Archt,dural Steven M. Urich, PE (717)365-3300 Mamlfaduhm Association (717)317-8454 bstlmger�rniaU.com Validated Submltled FBCAarovai 12292017 12/132017 Approved 01/082018 Shwa Approved 29aa MW vmI- Revision 2017 mile law Clop ry BuWft Products company Category: Exterior Doom EOU6 or En ac VaLVBW By Mal WMamerd Imams[ Testis Services NA, Gary Phrehea 9 (613) T704M Inc. (513) 5194W 21n 21h Dab PUMMM 21M Validated )}ybmNbd ESCAporovid Apt 1112Bill7 OW1012017 124052017 Am& Approved 226 1Y91 Version Revision 2017 ftnubakm Oct ay Building Products Company COMWy: Exterior Doaa EmhLer Emh�AL Mal VVadeAisid Interark Testing Services NA. Gary Ph*hW (513) 7704VXi2 Inc. (513) 51g$5W 2ME Ra DOD PWKNM YlN" gubntWAd POC Aacroval 11111 017 OSM02017 20 Approved 121062017 Approved SubCWpcal Exterior Dar Components actual CeriMeatlon Mark a LWg dw&d0dleiliaMMbloy.00 m - DuantvA _ for Use for Uae Impact Dmlo. ay:aExterior Door Assemblies Sectional C-mpn-nNMhcd:Grelmtion anti a Listing raeterfisM@dWhaY-cerh SubCaan8edlond Exterior DarAorrMa ComplianceMethod: CertlRmtla Mule or Lhag cor FLaf7M7A7Produra tent amftApproved rdWMdll hzta! Approved fa Ilia ta InNVHZ oubdo.FDQii I.Dat liacWact owim l— Ss,t Product Modal Number or NMI ammhce Product Descripion Caarmet Exnlntlon Date Approved Approved 11 HVVi2 Outside HVHZ 1111W rat Proe,urs UA15 2794ts Aga Products - dense HVHZ �.HVKZ I Dean P—aacr GmtlustEt .Otle Apo Aoered"oved for Hvi w 1nHYlJi proem 9acYtata Galin PracMm 2 185 SH 52xB4 FIn,Flangs Fame IGISG Singla Hung 101092018 No Yes No +601-60 1 (107, 707, 727, 747, and $47 Shoo and Palm of Doom Flush, Gazed, sad Louvered single sm peke of 12/312025 Yes Yea Yes WA meta doom. a5 Otte YAWS PAN-2F163. 73, 75194, 42, 418, 428, 468, 4RST, SRST, Goss, ORSS, ARSS, Bose Steel PM (min. 25111 Sing"sur (up to IFT wide) 052112028 1MNDCODE&I774; MGangs Door No Yes No +311 PSF!-42 PSF 102 102 W6/8 PAN-21a/53: 73, 76. 84A, 94, 42, 41 428, 488, 4116RST, Goss, GR6S, AR5S, EDI Sbml Pa (tan. 25111 Doubts -Car (9'2- a 162' 061212026 wide) WINDCODE&I174; VV8 Gaage Door No Yes No a37 PIhollow PSF (n -tf -1--i O Flonda Departmentusiness:& Professionalego a on Pag,.1 of 1 Florida DepartmentofBusiness &Professional Regulation Building Codes and Standards Pape + a I 15rwle Florida Depertrrlent OF Business & Professional Regulation Building Codes and Standards paps+ d+ 1/s m Florida DeparUrlerlt Of Business &Professional Regulation Building Codes Brit Standards papa 1 d I imom Building Codes and Standards Product Approval Application Detail 12IT232GIS W Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail a)IS V , II I cope 7]W,g Version Manufacturer Entity or Contact Enalnaer&License Validated By 2gtp, pip, Date Perot- Vawxsg 6ubmitted FBCAoorovel 2�, Approved gteW,q /•�•i 1�v r n,.,.en l3t�i5 iipd! MOM I(!M� Revision 2017 MBIY( MI Window and Doom Deaver: Windows Subcategory: Faced Complirws M~.Coro matian Mark or Lease Erduv or contact Vsprhbd N Brem$Unger Annd=.Amhadural Steven M. 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HUYNH John Hoy Category- Structural components (813) 88&3707 PE60122 (352) 5B&8311 SubCossill Products Introduced as a Resun of pmaceepWr�yahce.sm New Tectmology compliance Matlad: Evaluation Report from a Florida Roobbred Architect or a Licensed Florida ProesscrW Engager sea! 1 Qafq Procne or ComrarcW Concrete Produce paecew and Pf*sbo" d CO"CMW Linen 0525/2M Pass i d 1 11&Qm8 Florida Department of Business & Professional Regulation P.ge / of Florida Department of Business & Professional Regulation Pag.2 oft Building Codes and Standards 31200018 Building Codes and Standards 32e2018 Product Approval Application Detail Product Approval Application Detail Dee gag DabPpptllpp PJe Code Eng0L9L Dee Uwe Date Pending Data Ydkmw AWMI d Ill A W-W Answered awn lyre Version Manuracturer Contact E rolnear &License validated By Validated Submitted FBC Approval Approve aiattM 101142017 16/132017 1012dfi 7 12/122017 Approved Revision 2017 Gulf Coast Supply & Manufacturing, LLC, Erg David Danlel S, Kuhn Locke Bowden P.E. 10/12I2017 10/102017 10/172017 12/12/2017 Approved Category: Roofing (352)498-0778 PE-75519 (334)300-1800 SubCwegory: Metal Roofing info@guifcoestsuppiy,cam Compliance Method: Evaluellm Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Quality Assurance Approved for Use Aporovad for Use Impact Deslal Acargived for,Dam AppCand for use Wood Raft Sec # Product Model. Number or Name Product DascrhNon Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure mlw Dl p� 1 0.032&qua; Aluminum 5V COmp Mn 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes NIA +N/A/ No Yes WA WA over 15/32&quoL Plywood -108.5PSF 2 0.032&qua; Aluminum Gulf Ldt Min 0.032&qud; Aluminum Gulf Lok 16&qud; Wide 04/122024 No Yes N/A +N/A/ Roof Panty over 15/32&qud; Plywood -116.OPSF 3 1 &qua; 24ga. Gulf Snap 1&quoL Gulf Snap 24 Ga. 17&qud; wide Roof Panel over 15/32&quoL Plywood 04/12/2024 Yes Yes N/A +N/A/--131.OPS 4 5 1&quoL 24ga. Versal-oc 1&quoL Versal-oc .032&qud; Aluminum 1&lot, Vers.Lac 24ga 16.5&qud; Wide Roof Panty over 15132&qud; Plywood 1&quoL Versal-oc min .032&quot; Aluminum over 04/122024 04/122024 Yes Yes Yes Yes N/A N/A -NIA/ -138.5PSF +N/A/ 15132&quoL Plywood -101.OPSF 6 1.5&qua; 24ga. Gulf Snap 1.5&qud; Gulf Snap 24ga. 16&quoL Wide Rod 04/122024 Yes Yes NIA -NIA/ Panel wet 1552&qud; Plywood -116.OPSF 7 1.5&qud; 24ga. Ve... Loc 1.5&qud; Ve-Loc min 24ga. 16&qud; wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -123.5PSF 8 2&qud; 24ga. MegaLm Main 24 Ga. 2&qud; MegaLoc 18&quoL wide Roof 04/122024 No Yes N/A +N/A/ Panel over 151328,qud; Plywood -108.5PSF 9 24 Ga. Gulf Ldl Mn 24 Ga. Gulf Lok 16&qud; Wide over 15/32&quoL 04/122024 No Yes NIA +N/AA96.7PSF Plywood 10 24 Ge. Gulf Seam Mn 24 Ga. Gulf Seem 16&qud', Wde Roof Panel 04/122024 No Yes N/A +N/A/-93.5PSF war lx4 Wood Pudlns over 15/32&qud; Plywood 11 24 Ga. Gulf Seam Mn 24 Ga. Gulf Seam, 1 3/4&qud; Snap Lock, 04/122024 No Yes NIA -NIA/ 18&qud; Wde Roof Penal over 1532&qupi; Plywood -108.5PSF 12 26 Ga. 5V Cnmp Mn 26 Ga. 5V Crimp Rod Panel over 15132&qud; 04/122024 Yes Yes N/A +N/A/ Plywood -156.5PSF 13 26 Ge, 5V Crimp bin 26 Ga. 5V Comp over 15/32&quoL Plywood 04/122024 No Yes NIA +N/A/-131.PSF 14 26 Ga. 5V Crimp Mn 26 Ge. 5V Comp Rod Panel wet lx4 Wood 04/122024 No Yes NIA +NIA/ Purim over 15n2&quot, Plywood -156.5PSF 15 26 Ga. Gulf Lok Mn 26 Ga, Gulf Lok 16&qud; Wide Rod Panel over 04/12/2024 Yes Yes NIA +N/A/ 15/32&quot; Plywood -161.OPSF 16 26 Ga. Gulf Lok Mn 26 Ga. Gulf Lok 16&qud; Wide Rod Panel over 04/122024 No Yes NIA +N/A/-63.5PSF 15132&qud; Plywood 17 26 Ga. GulfPSR Mn 26 Ga. Gulf PBR Rod Panel wet 15132&qud; 04/122024 No Yes N/A +N/A/ Plywood -154.7PSF Quality Assurance Aooroved for Use Androved for Use Impact Damn sea # ProtluM Model. Number or Name Product Description Contract Expirwlon Dwe In HVHZ Outside. HVHZ Resistant Pressure 18 26 Ga. GuIPeR Mn 26 Ga. GUIfPBR Roof Panel over lx4 Wood 04/122024 Yes Yes N/A +N/P/ Purlins ever 15r52&quot; Plywood -151.7PSF 19 26 Ga, GuIfPBR Min 26 Ga. GUIrPBR over 15132&qud; Plywood 04/122024 Yes Yes N/A +N/A/ 20 26 Ga. GulfPBR Min 26 Ga. GUIfPBR wet 1x4 Wood Purlins war 04/122024 No Yes N/A +154.7PSF N/A/ 15a2&quoL Plywood -151.7PSF 21 26 Ga, GulfRib Min 26 Ga. Gutfll over lx4 Wood Purlins ovar 04/122024 No Yes NIA +NIA/ 15/32&quot; Plywood -164.2PSF 22 26 Ge. G.Mb Min 26 Ga. GUifRlb over 15/32& ud; Plywood ood q 04/122024 No Yes NIA +NW 23 26 Ga, GulRib Min 26 Ga GUifRlb over 15/32&quct; Plywood 04/121M4 Yes Yes N/A +159.2PSF N/A/ 24 26 Ga. Gull Men 26 Ga GuNib over 1x4 Wood Purlins wet 04/122024 Yes Yes NIA +159.2PSF N/A/ 15132&quoL Plywood -164.2PSF 25 29 Ga. GulfRIb Min 29 Ga. GulfRib over 1x4 Wood Pudlns wet 04/122024 No Yes N/A +N/A/ 15/32&qua; Plywood -123.5PSF 26 29 Ga. GulfRib Man 29 Ga. GulfRib over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/ -146.0PSF 27 29 Ge. GulfRib Min 29 Ga. GulfRib over lx4 Wood Pudlns war 04/122024 No Yes N/A +N/A/ 7/16&qud; O.S.B. -101.OPSF 28 29 Ga. Gull Min 29 Ga. GulfRib over 7/16&quoL O.S.B. 04112/2024 No Yes N/A +N/A/ -116APSF Search Criteria Code Version: 2017 FL#: 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract ExPtrl ALL Product Model, Number or Na- ALL Product Description: ALL Approved for use In Ill ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL Florida Deparbnerd of Business & Professional Regulation Paps 1 d 1 Building Codes and Standards ini m1a Product Approval Application Detail latltlF4�4 911111 Entit,ot Dam 211 Dam 21M I1tea Version ilmHaga■r Eppiwr311rasam Veit Yelda m llwomad PW Apprialind Approved !leers Revision 2017 rTW Suit" compensate Group Ire. start Lewlt ICC Evaluation Service, LLC WWam M. Ranked, PE Olil 017 0OW2017 0921/2017 Approved Categal structuralComporents (847)9184473 (407)6814917 eabCategory: Tnas Pose akevstQalpinwtw.com companies Method: Evaluation Repod frarn a Product Evaluation Enty "m4w Products Approved for Use Aaerolred nor as, beef Dolan sad!Product Model. Number nor Nam P I11IA7R Guladdis HVIJZ Illegags P- 3 RW BCGIAOM Tralot Metal Connector Phis 12012022 Yn Yea WA WA Florida Department of Business & Professional Regulation P.ge t or l Building Codes and Standards ills m/e Product Approval Application Detall FLe21974M sm EDtltr g[ Dee Imo DSO Deng■ Dee Use Version magetleglax COWDULAM2l vwMal.aa Yalrstled Wood FBCAogppW Actuated AN" pe mm 2017 WT4k Industries, Ina David Wen ICC Evaluation Service, LLC ICC Evaluation Service, IOMW 017 10/12=17 10222017 Approved CalKOY: Shuctu l Components (314) $51.7480 LLC. Subpggory: Tut Phee dwaremilLoom (205) 598-9800 Compb9nce MMhod: Evaluation Report from a Product Evalum on Entry Fte2+n4M ProaraaL. Adg7anedlgLdw Appenleddsasma mlamd Deems ProduaLMadal. Number «Nam Product Dimensional cantmdaxolrwonpob In HM Cub" Hi newoum PJeaal9a 3 MT1ems 18 ga. high stntngth trues connecter plot& 011012023 Yea Yes WA WA noudLgsuk Florida Department of Business & Professional Regulation Page 1 oil Building Codes and Standards 115FAIO Product Approval Application Detail FLMSZr418 DS4e lmlmL4t no 21e Deb Pwmgm Dd! ])ma Voodoo tta9udegam[ aLlamama vrwraw YdWied Eahmmm FWAdaenrsl Approved EaamR Ravkekee 2017 VV&Ywh eaer Rob Baldwin ICC Evaluation Service, LLC James A Rothman, P.E. 06rd=17 06/EO/2017 07N92017 Approved oWgogn sWdual components (253)924.6478 (808)839.1344 Subcategory: Engineered Lumber RobeRBaWwklQwweysda comprerrte Method: Evaluation Report from a euaar coo Product Evaluation En* FLI8W4t$Quality A� Predrree app! PJgQgffiMede6 Naanb9r«woe Approved like App�dffillm ml■d Denied In HVIJZ ouwa mvm ! Plamsgrs 2 P=MM11 n PSL Parallel Strand Luber 031312019 No Yes WA WA Florida Department of Business & Professional Regulation Pas. I oft Building Codes and Standards 1r3/m1a Product Approval Application Detail 6A]dl�14 Min Version, Vageleggel cartel Mdnftd E Approved imm RovWon 2017 CASTCRETE USA, Inc Craig Pameo MhmFDads 5000-CER MWMADade 8000- VAL 11/142017 10/18=17 11212017 Approved Category: structural Components (813) 821-W1 (78%318-2588 Subcaegory: Product Introduced a a Resat of cpardnoaceaLONe.wm New TetluaWgy compliance Malhed: cardinal Mark or Lhdrg FLH84Rta Pretlree .00M Aaml■amd Approved for Use Assessed For Use lm= Dammg sea! Product poscrhpdm contract Excitation Qlat In HVHZ ouwft pm 1 High Strength Coned LLdeke 4, 6, 8, and 12 Inch wide Mich o&112Ma Yes Yes WA WA +-9 U N -Cu (D t+ U L CU OCL+� Q- O CU 0 CL ICU O LL O CC . -a E Q) O L .� �C/0'� VJ 0- Q Q z z W J II I I. I f 1 11 1, ill sill I.i, 1.-il. _ _ 11