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Home My WebLink About2926 Lytton Hall Dr0 0 P-4 rn ABBREVIATIONS 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 Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Fig. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Gaiv. 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 BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. 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 K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or 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 DED 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 or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W. C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. 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. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA ALL 0,P W �OH LL�C r cft 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals 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. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. •'•••• °v°�� j i n `• s� �",- �,..�� Ott 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 Cade - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, W Q cCo U U N N N LL � J 0 u7 W � LL L_L n. M M B aj W W u- u" a a IC103 Z �� 0ZWo ili�i LE°o = m O � � Lu m m N W W _ U) I O Z_ IL LL °D c) 0 Z) U N Q O 1-) Z ❑❑ W v M N Mall o o Z a0°o N z o � J — d N 1 M t A LL L7 W a O Vl Ln W � 'U" U) i i� Rig W J _ e g in, U) Q 0 ®® N C:,w C J M o z Z a Li- Q E Z O > N Z o a r C ¢ Z U X U 00 O E ra a� S� az CV CD ¢ o ¢o �W >_ (� _ Y U Nm m� 0 O � Z, _J N Zz a w C) ao k C:) a �o � a J �N � W \ m >— .-. O o (� m cc r O T CCN J O f .ice I� N N r E w 0 E r Z E N a E v � 30B NO: 20-6223 SCALE : AS NOTED SHEET NO. C S a N N a E H 65'-0" 29'-8" I. 15'-10" OA H.B. S3 25-SH EGRESS 25-SH EGRESS 19'-6" \ \\\\\\ I 00 e 5-SH AC PAD -_ - - CN4i 16" DEEP FIBERGM LASS o M I 36 36 PANT � nQ SURROUND S3 RANGE: FL) ,TC G L6� li I TYP @1 ■ \ \ I M� �� - 00 I 7B I = STORY -- N \ \ 21'-2" 2'-21, _ 10'-4" 10'-42" 21-4" I X 5' 32 11'Ca -0'(jI o) r o OCi \\\\ I 00 CAFE 0 N I (5 J - SI Kw/ ISP r - _10 � I b I r BEDROOM 3 - 2" ` r oN =rn0\ A v I D.W. I o o I TIL I 8'-0" CLG. 2 8'- ,� C �G I �� MVAULT. CLG. CARPET \Q L_--� I.. BEDROOM CARPET ILEABEDR IN OM 4 WPATIO C-----------]jL 8'-0"CLG. --_---------------- - - - --�- OPT. I CARPET o z I8'-0"CLG.Li - ti� CAI PET m REF. IAll 5068 B.F. 4068 B.F. 4'-0" - 11 78"I I 8'-8" 5'-4" 14'-6" I 5' T-16 N 6'-10" 4'-7" n nW - _ uilm in I N i -------------- - N 2668 �) r 2668 N --- ---- - R&Sif HDR AT T-4" I j � �_ 1 i0. 23'-8" 3' 10" T-8" 10-1 811-I 6,- 7 , 51 0 i I I rn , _ Y _) I AO I ENTRY v o 2:12 VAULTED CLG. 9'-4' CL - 3068 I 8'-0" CLG. 7 Ous FAMILY RM - r `" I 9'-4" CLG. R.A.G. CARPET g $ (3) 2x4 #2 SPF w/ - K DTT2Z @ BASE ) CC S3 G.T. 1 eo S3 S3 - - - - - - - - - - - ED AHU g_ C IG N -- NOTE: FINISHED I I WALLS TO BE I I I to r IIN 11 69I FLUSH. VERIFY IN I I �ILE A S3 5'-11811 4' O11 I €r ¢ �I FIELD. I I o I I j OPT. D OPT. TYP @ 1 STORY T I I I ccG DN0 (3) 2X4 #2 SPF w/ BERG SURROU O DTT2Z BASE ---- -S3 IIII cI I _ N60"x36" HANSON 11 M HOWER SS BOX 36" WIII I I A.F.F. K DRYER VENT S3 LLJ I I > I I 268 THRU ROOF I EDGE OF SLAB 2" 1 00 I I 5'-3�" 82' 3' 10" BEYOND WALL ( x I I '-1 3'-0,11 MU) 1 T-8" 2668 7. 8.. I 20'-01" I co 78, �M� I� r" U) 2 CAR GARAGE I I I I 'O T OWNER'S SUITE - '� V1/. I. C. _ I 8'-0" CLG. I I I Qom, 8'-0" CLG. 60 '-0" 1 CLG. 8'-0" CLG. 2-6" BUILDER TO 1 I I I I CARPET I ILECARPET PROVIDE I I I I I TYP @ K NE O APPLIANCE I I I I GARAGE S4 o 5-SH W.H. PROTECTION N WHEN REQUIRED L OPENING 0 - - - - ___ ---- I : 61, DPr R&S PER FBC T----------- o0 I I HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 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 18 X25 S.H. 13 20X38j 184X371 S.H. 14 20 X 50 j 18 J X 50 S.H. 15 20X63 1871X624 S.H. 16 20X72 184X714 S.H. 1H2 271/4X26 26X25 S.H. 11-13 271/4X38 26x37q S.H. 1 H4 27 4 X 50 j 26 x 50 S.H. 1 H5 27 X 63 26 X 62 1/2 S.H. 11-16 27 X72 26X711/2 S.H. 22 37 j X 26 36 4 X 25 1/2 S.H. 23 37 j X 38 j 36 j X 37 3/4 S.H. 24 37 J X 50 i 36 4 X 50 S.H. 25 37 j X 63 36 j X 62 1/2 S.H. 26 37JX72 36JX71112 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.M. 32 54 X 26 52 j X 25 j S. H. 33 54 X 38 j 5271 X 371 S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 1 S.H. 36 54 X 72 52 4 X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 O +28.3 / -36.4 OE +26.6 / -28.0 �F +26.6 / -32.2 GC� SEE SN SHEET �H 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 A H B BEARING WALL S3 INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND 55'-10" V-4" T-10" REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM 65-0" AREA TABULATION 1113111 (TRB) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN - ELEV-B1 EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: %4"=1'-0" I (GARAGE / LIVING) H;i cv 0 CV e O E S'S e O 1 To the best of the Engineer's knowledge, information and belief, the structural plans end 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. dl W v Q v E m co oa O N coLo O r r � rb LL -� . J * tl M to -. W rnr o LLLL a a �mm ru w ICU LL LL a a.= � Z z Lm� 00OO o O m W C/5 cpCD o a z N M Z U 0 J O " ❑❑❑ W V M � Z cMV o o z � � z o Q -I N N z LL +J ® a U O V) �NCD W a y v. U W E 10 8 U o c m ®® Q 0 �m o w co M Z< o z z LL cdE o U ¢� � oa w� t- O lE K o ao 00 r z z CN t6 N i .0 w z (Lf Y O _ C co J > z Cn o0 a g O. $� �¢ �0 az NW xk C <o 0, C:)o �3 Mj co < a 0 0 CV = ' J cc cc rllll- N� L.L � : ."� Q C O O in r%l r >% C'4 r T _J co c,4 04 cn cV E E > I� 'c N o Z Z E 110 E N N co cc o. U J Q 0 J JOB NO: 20-6223 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / W MEDICINE -1 CABINET 00 X i OQ Oa O CV co cocoM KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER O N FIN. FLR. KITCHEN KITCHEN — i I I I i I ! OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD ®- TOWEL BAR ON BATHROOM WALL 0 o o 1 TOWEL BAR IN TUB OR SHWR. SHWR. o 0- VALVES SOAP DISH a BATHROOMS, SHOWERS AND TUBS 0 TUB DOUBLE RODS ct ('M SINGLE ROD CLOSETS / LAUNDRY Imo16" FOR LINEN j� 12" FOR PANTRY O n MIRROR N I F- 0 I c� OWNER'S BATH BATH 2 0 M m INTERIOR ELEVATIONS_ 42" H UPPER CABINETS 36" H UPPER CABINETS — 30" H UPPER CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET " 36H BASE FINISHED CABINETS - � o COUNTER TOP 11 30 H BASE 00 LL 10 0- `1 O 2x T LO 00 FRAMING 1 1 1 C) (0 1/2" GYP ce) BOARD - T— FIN. FLR. 2x P.T. SHELVING CABINETS - T 1 T- 1 M I CN CV CV i FIN. FLR.. !LE PLATES I ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"= V-0" 1 sz) F- r oyf ES•`� 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. H Q E 00 O U N N # O O 0 W � N J * �i u J W UJ N N LL J d LL z coLL LL dW 4 0 r O 1. m O m W om� Z IL oo N o o cn M Or Z N Q (aj O ❑❑❑ W v M � N ch W eN{ Q J d � M V O LL .l.—J W UIn 0 — � LL q L U) U E 3 .0 � M � Q jllIlllllglllllll co W M z ¢ o z LJL QE zo z � yo ❑ a m U � o p ro O U az ? aZ C CV i wo ¢ o W W C - C z� =Y U m 0 OIL Z F I �o �. >Z zz N Q 001 ¢¢ Z¢Z JZ a mw W 0 J CD z wz F >° CD za a o3 =N 0 = � J L m C O CIO T' �. >, N r— �J I CD(0' N w r r N o z z E Q 4i a U ¢ 0 -1 JOB NO: 20-6223 SCALE : AS NOTED SHEET NO, 2 0 Qi O w C-4 v 12 5� 3 TAB SHINGLES. ROOF --- - - INSTALLED AS PER MANUF. SPECIFICATIONS ---1�1- -- ------------------------------- - MINININININICIIIIIIII .1 1 1 1 1 INI I 14'-0" RIDGE VENT _ Wx8" SMOOTH — - TEXTURES CORBELS _ 12 12 5 � 1" x 9" SMOOTH 5 TEXTURED FREEZE BAND HEEL --------------- 12 5� _ — T.O.M. — — HDR HGT. FRONT ELEVATION - B1. r7� _ 12 1" x 9" SMOOTH �5 T-0" RIDGE VENT TEXTURED FREEZE BAND 12 12 777-1 a5 TEXTURES OTH 5CORBELS -- _ 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS - - - - - - - - - — — — — --- - -- 1'—Ofr 1'-0" HDR HGT. 2-4- TEXTURED _ o CEMENTICIOUS TEXTURED oQ bo FINISH ON C.M.U. CEMENTICIOUS co (TYP.) FINISH ON C.M.U. (TYP. ) F.FL. +3" SMOOTH TEXTURED BAND LEFT ELEVATION - 131 11 =1 r-0,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. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. *h,R?.°E 4< �OFESS% g\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W v v Ip v v to O c N � o U N # C?rp i4 J N N u7 N LL W (n LL J p_ LL �: ai aj c7M W N rl Z I. W W a 5 � o r?o of m 0 W 0 Z-m Q Q W u) J o a Z IL 0 N o N co Z U 00 Z) Q O U 000 V M � z N t+> O O O z � QNQ z O Q Q � J — 11 � — N M z �Q) Q) � o W U — O W p t� L_✓ �Nco o U 1 1 J 1E �'v,• !— —_ 8 v r L N U o u' • ®®rrmm ¢ N o I# CD W M M �z o 5 z Q J W 05 zo O g yo 0 Q N QE o E U W �® oa co � X U UO U O N z o Q az L • rp U) 30Y U O m o O¢ Z Q W c) oa z go son z o �w aF 90 �o O 'fit zI¢ a 5 � �N 0 = J � m W \ 03 Q o in r o LO (ND N r E N 0*)° cc z a E JOB NO: 20-6223 SCALE : AS NOTED SHEET NO. 3.1 T.O.M. z 0 m 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 12 3 TAB SHINGLES. ROOF 5� INSTALLED AS PER MANUF, SPECIFICATIONS 6-0" -EXTENDED OVERHANG BE CENTER[ ON DOOR T-0" RIDGE VENT 12 Z:_::�5 - - T.O.M. HDR HGT. F.FL. REAR ELEVATION — B1 14'-0" RIDGE VENT SCALE: 1 /4"=1 "-0" I&- 12 �5 RIGHT ELEVATION — B1 SCALE: 1 /4"=1 "-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior windowldoor openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. r; 1 I 0 N cli • ': � �� >� .F �� O F E S S\ O 1ffPil!lllttt To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 'waft B Co E ��° O N 8UJ N N LL , ® -u N J W ,pA 0 in ^ µO L.L J d muL M y Z CIL W to q J LL LL d a � Ir 0 ig O c0 m m o (ON W _ °�W co C, ¢ a Z 00 N Z a 0 U) N co 0 J Z U ❑❑❑ W v M !�2 O O O Q � J — rx n N M Q� U o 4-1 _ 10 LU U —� O (V I �Noff W o Of!N 3 CD U c t� m tN 14 ti O W co M z S o ZZZ U_ E OF Q- No ZB X U °0 Op oZ N @ I— �o ¢ ww J L ❑ m O � 0 � J ° Zz en v �' a- F $ gz a N w z a J C.i Q O 2 r — o hz w �3 o fl 0 `N = � J L r � O m co r J N T O N N T E E w E r N o z :3z E Q ID E M a E 0 Q o °; JOB NO: 20-6223 SCALE : AS NOTED SHEET NO. 3.2 I _ I ' I ' I_ 1 I A_ __ I VARIES 12" CAP CAP 2" 2" *NOTE:- 1„ N iv FOAM TO BE USED 1"RADIUS ONLY WHEN 1/2" RADIUS 'I REQUIRED BY ^ rIN 3 1/2" RADIUS 3/4' RADIUS COMMUNITY 4 1'-54' iv SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" �21 c� FF BUILT W/ STUCCO. 1/2" RADIUS N 1" 4" VARIES 1 1 EDGE OF 1• OPENING T VARIES 1'-4" 0 , 1 VARIES 22 M 12 VARI ES 11, V -IN 1 1/2" RADIUS r 4„ 42 4" 31 r 2 1/2" RADIUS a a LO r N C W� r11a e rDOIN fh cil� ri�v a VARIES 12 32" 11" 32' iv +-N 3" 2' 2' 1„ 1" 1" BASE • BASE r le 1 , 3„ 3„ 4 T 4 1 „ 1, 8, 4 0 N r N O JT� 11,l o z *NOTE: VARIES 8" 2" FOAM TO BE USED ONLY WHEN 3„ REQUIRED BY COMMUNITY = 1" SPECS. IF NOT, 1" OPENING VARIES 2"N 1" 1'4" DETAIL TO BE 2" 2"� BUILT W/ STUCCO. 24, • EDGE OF ki OPENING 6 • 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these Cn 4" 10" CV drawings comply with the 2017 Florida Building Code - v o j Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing � 10" 6" Engineer's signature and seal. 24 04 q p i O , N N 3k O O — N CD) mN J w �mM� w ILL v- O r O Lu IN TM J -o Z O -' ii a a Of 2- m o 0, 0 O Z m c� O= H a 6 W w W in °�' °' ¢ 2 a 1 2„ N 2„ 4„ 3„ 2„ 2, N �M W o -j o / > >LL a N MQ U N W 0" DOE] 1-1/2" THICK 31 21" 2 z N o 0 4 c — o 0 Z o c r 52 1'-5" 52" 4 a N �7 51„ 1,�, 3„ N c _ 4 N LID VARIES � o _ o u a a" VARIES VARIES O 11, g M N � w c� 1 l/) � 2 N I 0 1 —k i w 22 w — E 2 > i VARIES VARIES s • Q N em c 4„ 32 Q 3„ 6" 4" KEYSTONE F11 b KEYSTONE F11 00 u Z c r--------- o Z N i iv �� OPTIONAL OPTIONAL Q o o i E U ¢o °. NCU O - I _ Q' ^ N N XU o0 Ffl j cD 1, 1, - — �� 0Q v I R6' 2 44 = R %„ = 3„ o o z a I '�i' 4q � 3„ N Io ��,�., � I 4" GARAGE DR. OPENING 4" 3 a 4" WINDOW OPENING 4" 4' Qo w '� IN U� C Y Z O `"' 2 NOTE: a�i N 0 a z 1. CA) 0 go O • INSTALL OVER STONE, TYP. C R z z o VARIES • FIN. TO HAVE TRADITIONAL lls2 a z v LOOK & SMOOTH FINISH 3: w� �w i ' • • FOAM/ EPS MATERIAL IS ACCEPTED Y U3,CDw� }° ['- v 0 0 3 NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 1'-4" o N 11, 1,_63„ 11„ 11„ 2'-1" n SMOOTH FINISH 4 4 4 2 3 1 3„ N .J �0 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54' 1'-12' S4 > L i 3'-8" — 7" iv ^, m 4„ 3,_0„ 4„ \W c� 1 10" 1'-4" 101, N / a_ . o 00 �' r CD t` 1 „ b "• o m o C N N T o i N r Co o • o z E Q m CU c E 2 i6 c ig 0 NPam, CL U -0 p 12, JOB NO: 20-6223 SCALE : AS NOTED N SHEET NO. GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 1 Eli • ACRYLIC SAND FINISH 0 L 0 0 M ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, ail electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217, 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station cc alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE I--O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT �, FLUORESCENT LIGHT FIXTURE 200A INDOOR PANEL CENTER 10 #14 copper to lights & outlets NEMA 1 10 #12 copper to 20 amp ckffi 200 AMP 10 #10-2 copper to WH 11 #10-3 copper to Dryer METER M IN 2/0 or 4/0 SER Alu 200 amp 150 amp POWER CO. INTERSYSTEM BONDING o TERMINATION PER 71 NEC 14, 250.94 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. WP GFI DISC, H.B. DEDICATED RECEPTACLE FOR MICROWAVE RANGE 1. jr%1 f nrn c+nr_�c% Q EXHAUST FAN 1 -- j VV.M. VERIFY LOCATION GFI _ _ _ _ _ _ _ _ _ J ELECTRICAL PANEL O` EXHAUST FAN/LIGHT COMBINATIONL4 ,- ®D ELECTRIC DOOR OPERATOR (OPTIONAL) RECEPT. 5 CHIMES (OPTIONAL) FOR ALARM VERIFY METER SYSTEM LOCATION WITH PB PUSH BUTTON SWITCH (OPTIONAL) BUILDER 19 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) N TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL _ I DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN C� J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L -r OPT. CEILING FAN GE) (1) PHONE LINE, (1) DATA PORT ELECTRICAL PLAN - ELEV-B1 SCALE:1/4"=1'-0" r- 0 CV 0 CV GV 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q U pp N- # w 0 Cq r fl-- 5rnT (n ", oo LL V) '4 0 � � r6' I M u- LL LL LL d W ' LU z a it 0 Z3: N �V O I— _ wI 1y i�o CV (O Mmo m W i�26j6 Joa IL 0 co c) Z N Q O � eZ V Z Q O c) U l— ❑El❑ W z N M z � g z � � N M z 01 Q) �N c9 0 FE O to �V) w C NOd v ro LU J t — E I 9 /— V O ¢ co N l� r- o m J w co M z O z Z < _1 O E E u z o o O W Z Q N Z 0 O d K O 0 O U Z O E O a0 ao ao &� az J s-. in 0. U o °� Z v� J ¢ ' z Og ow gO a a C) ¢o ¢ =� F _ ¢ aW 3 L9 >O Mill o (.0za V w¢ IT r Qi: �N 0 = ` J L `m W > i• U 0 r) LL 0 _ pp 2 r V ■ >' N r 2 —� O (No T N m f N z E N BCU d U _j Q pM JOB NO: 20-6223 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - B1 TRB) 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 b Ventilation Ventilation (See Elev ) required needed required soffit upperper needed ventilators Main 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 315.0 276.0 (Zone 1) "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Bl SCALE: %4"=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 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. A�.�`i�3C11 Y!$$�dtOt/ply, J�0l/ 1,V 9 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E O O <o ccpp (% ® N N m 5 ` a .74;n O7 N J LL , J � W M UJ � a LL J a a �mm Jv_ LL 6 rn W Lu o a W 0 0 W �Zy W L O CD (6 N m m C)7 G] M W o��rn ¢ n- LLZ O N O N M Z tL O N U a J Z O U �771 W z N M o g W ¢NN Z o Q 4 � r M U1 Q) 0 LL +-J O . , g tie. t/1 � U W J 8 m. _ 8 U o 5° o N rn �m ti m W Zz co M w ¢ oz 4 J W E z o goo z o ¢ Q E w z z oa CU r C _CLo o 5 X U ¢ UO O (] C:)ra fro d 8 Q O W -Z W 4; C/� C ¢ ❑ .0 C U) J U Z H Z Cn F tl z Q) Q ? LL d � U7 �d oz C7 J 6CZ>i =3 ,0 � o CO V zR a OU 3 0 CV = J nL1 m rr r � L O O m ca CD J T � 04 LO N 04 r 04 o r iri Z Z E O c d U � Q p _J JOB NO: 20-6223 SCALE : AS NOTED SHEET NO. 5 C c a i 3 H Q O K CD in L 0 l r7 v c i 00 'o c 0 0 0 W T7 0 0 rn 5i 0 CL 0 0 ■ Z G 5'-4" 1�-91„ 3-2'g" 5'-0" 5'-0" 5' 10" 3'-10" 6'-0" 6'-0" 3'-10" 2'-106 " 5'-1163, 5'-0" 5' 4" 3-0" 01 H.B. U NPO° 1 STORY S3 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ --------------� -----------�---- ---: -�- :--------- ---------I-- 1 — — \ 16-0" 2'"9d 6'-1011.'{II \ 0'-0" I ■ -3 1/2" \ { I \ ii o Co - °° [n I L \ \\ SINK / DISP I \\ I I D.W. I„ : T {- coF-— .. If I coS3 A - b S3 O C v L — — I \� \ I L=_= 1 -- _ --- CHASE D___ \� \ I IF- --= L- PROVIDE 1 %" RECESS \ \ cj-- L — — — — — _ _ _ _ — — — J OPT, - �- �J C t ; I \� REF. o { I I I CJ -�I II ■ TYP@ 1 STORY U.N.O. T STEPS AS REQUIRED FOR SGD. REFER TO \ .......:'.'.'.'.'.'.'.'.'.'.'.'.'.'.. . .'.'. ::.':: 10'-104" PER FIELD I MASON'S SLOPE FOR \ KITCHEN ISLAND CONDITIONS WIDTH \I� \ LOW WALLS I .::: •: :: o 4'-0" I \� \ 16'-10" 12'-10" J INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT.' BEAM \ \ \ \ — — — — — — — W/ (1) #5 REBAR VERT ABOVE SLAB \ :::::::::::::::::: :::......... ' ::::::::::: :........� ■ TYP @ ALL PLACES SHOWN \ \ I TOP OF CONC./ PAVER T BE 4" ' ■ (2) #5 REBAR 0'-0" HOOKED FTG. DOWELS 5" EMBED \� \ BELOW FIN, FLR.01 I 4'-0" 4'-4" 4'-6" .01 VERTICALS w/ in \ \ HVAC CHASE W/ 25' EXT. ABOVE SLAB GRADE 40 \ \ STEEL" \ �� BASED ON %2" SLOPE7 I FILLED CELL I PROVIDE x 9" \ LOCATION RECESS FOR FRT. POOR ih L \ \ 2'-6"x2'-6"X1'-0" FTG LID I 4„ 53 o — 25'-10128 \ 9'-5� 1" W/ (3) #5 E.W. 6-0" = \ I CJ CJrA T: ' \ I CC (2) #5 REBAR °P TYP @ 1 STORY QS3 S3 I U.N.O. A, IVERTICALS S3 / in I I Sri I AHU I FILLED CELL N r -' 2'-6"x2'-6"X1'-0" FTG 3'-5" T-1" 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. (2) #5 REBAR VERTICALS w/ in W/ (3) #5 E.W. G -3 1/2" S3 I o I SLOPE M FILLED CELL .......... . �-_ i 5'-3" 1'-10" 3'-6" 0 I 2tio0 r o ■ I — CJ :: CJ CJ I 3-1/2" MIN 3000 PSI CONC. ' 2'-7a" 7'-10" 1'-I': EDGE OF SLAB 2" I SLAB FOR HERNANDO10 BEYOND WALL COUNTY ONLY N 3-1/2" MIN 2500 PSI CONC r K o �� S3 SLAB OVER 6 MIL VISQUEEN !? S3 I M VAPOR BARRIER 35'4' 20'-6" BUILDER TO ■' ( 0'-0" ' PROVIDE (2) #5 REBAR I I I APPLIANCE VERTICALS w/ in 4'-0" 12'-1" ' O PROTECTION FILLED CELL I :: co I VV•H• WHEN REQUIRED � �---------- PER FBC --- -- -----------�-• — — -- — ------J - W ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ M A S3 TYP @ 1 STORY U.N.O. in .o 5' 7'-10" FOUNDATION PLAN MONO - ELEV-B1 SCALE: %4"=V-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 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w z w P U a - CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS : �•' ,_ REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. ' '• ' HORIZ. REBAR, TYP. • •. U.N.O. ., ., ' • **Alternate: The reinf. bars shall be ;r,;,'�r,;,'��;,;;� f,;, �Y,;, �• cont. around corner by cold r bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 4 -` c�.L) W % :��cS�a44��eC To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F a 00 owo E <o op V B N N# 0 a) n C7 :it 00 LL '_ I ay G(� N J* W rnti< a u a Q ejMM W (4 n ul °' zo wEo MmO ca N m W O g Q �CNZ of a LL co N O of L)N co Z < 0 Q J 00 (D V M Z N o O O z O d G[ — a r M O W a O N �V) w o � Go 4M c c v Q ®® N i� ti o m w co co ¢ 03 z g {A_ E Q O Z wo Z o z® C6 < o U F C X U ¢o O U O N @ ww in SY V y m 0 O� Z ) J m a G W z o� Z go CL � Q i a � o W w¢ -U' F >° IIIIIIIIIIIIII� CC)I a �N 0 = > d' ^L1 W ca O ■ � >_ r CcYi ❑ O ' ^ �./ 70 C: d. r O rnr J I N N r CV M o :3Z T E Q N c z m a Ecu U Q p -j JOB NO : 20-6223 SCALE : AS NOTED SHEET NO. 6 CJ1 CJ3 CJ3 CJ1 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 1 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H HTT4 3610 3105 518" ANCH. /(18) 10dxl-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. 1(26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 1 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD76 * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 1 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 1 570 1 (20)10d x 1-1/2" —;--MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 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 (-). 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" OG (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. 2 2 PLY CARRIER x CONT LEDGER NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: %4a=1 a-0aa O Whys r1i` a s \ ✓i O tctif(i!{(Wa .`. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F c'ct, E co 00 N (O op v N 7t 0) N N C: uL- Lo J# _ C W r- U- a 0Qj 4 LL MM W ad a UJ Z a LL W a.LC rm 0x o W o C)13N W t �p m 02c, W IL a LO M Z Q U O J Z ❑❑❑ W z N M 0 0 z o Q � J N M z ( o LL , Tl C�J w O � w o � y wa Cn 1�.... w J 8 _ W l i Cti d N M I� W co M g o W Z Z � J L.L Eca. zo of � o 8 Fz z® 0a CU ca�)' X O a F OU O Q z Q G D W W K� 111111111111111101 i- Cl) ¢z " m0 z Q W U) Cn ¢w o� zz go mom d a N w son v z O aLL z wF �3: 'O O O �Z ¢ a OU Si 0 �N = b- J L ^1 ro \W co/ O T— Q C o O r o O J LO N N r m E w 'c N � o z E 10 N Z FLU o J ° ai Q Q a ca c J JOB NO : 20-6223 SCALE : AS NOTED SHEET NO. 7 m m 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 174" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9, Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 ■ O Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS �i. 0 0 8F8-1 B/1 T 8F441B/1T8F401B/1T 8RF400B/lT 8F321B/lT FORM do GROUT SOLID CY Q O W J �U 5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 6 F 16- B/ 1 T U ro tNOMINAL. QUANTITY WIDTH #5 REBAR AT TOP NOMINAL HEIGHT y MATERIALS . c precast intels = 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. #5REBAR ATTOP ALTERNATE POWERS MIN. (1) REQ'D ° CLEAR STEEL LINTEL O d a ° .M.U. #5 REBAR AT TOP ° c ° MIN. (1) REO'D ° Q 1-1/2" CLEAR o„ a _ ° ° G GROUT D a Q �• r _j 0 W ° 5 REBAR AT - = cn w Q - v BOTTOM OF a co z F 0 o "*-BOTTOM LINTEL CAVITY wp V cn � uj ` 0 M CU O � REINFORCING ¢ Er Q C7 m Zi 7-5/8"ACTUAL PROVIDED IN Z �-` o w u' D D ' NOMINAL WIDTH LINTEL Q- No Q a #5 REBAR AT B( AS INDICATED (VARIES) Co Lo IX CL n o o 4 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 manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. if lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O O 4'-6" LL 4'-6" LL O 6-10" LL LINTEL PLAN - ELEV-B1 SCALE: %4"=V-0" t,• ��- . tom, a r'-' ,. .e'°�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. H W E. \ 0, E m U N ik ® P-1 LL w X'k 7 m J LLI r a U. J p- LL a �mM w vS LL o oCY Z � L (6 O m O ( W W 0 0-r Q Q U)a IL�'d LO N Z af O U)V M N U O J ❑0❑ W z N o g z o ¢ d: a r M z iD c W 0 lL —1 Q m U LLJ g � v7 U � c Uj r- J E mI U o N ¢ ■ N �� t` O O co o w z J c6 E �o ¢N Q E OV wLL z z0 oa C O O E g O X U °2 00 Z w� i Oz ¢a tt (6 U) c o m� O o Zz U) U)p p z o d sonQ a � it E w N F C) �0 �w o (Z)a w .'o I = cozla O3: U �N 0 = CU CU rr � T �1 0 CL n�' W m = T� O J 04 r CO LO N 04 T m I� T N Z Z E Q N `m 0- U Q p c JOB NO: 20-6223 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL RE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW R NEW PRESSURE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7,1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0,836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 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 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1. 2. 1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2. 6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3. 3. ARE TO BE SIGNED AND SEALED BY A ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS E FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7, BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2. . SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2,2.2. GARAGE LOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2,2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND 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 USED TO DESIGN: OA D SIG METHOD HO WAS 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 Yz, GROUT FILLED MASONRY: Y„ 4. 1.7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-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. T DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4. 4, 10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3• NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0,131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4. 5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6• ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'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 = 285 PSI 4.7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS, CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1, MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2, ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th 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 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, be forms. Permanent forms be etc., shall made with permanent metal 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 - Concrete overpo,rr and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11, FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed company before a certificate be issued. pest control of occupancy will The certificate of compliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= +!- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O, CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 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 S R GS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS, MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW I NAIL DISTANCEFROM EDGE SHALL BE Y8". 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. \f ueym ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. �,_ �•. _ •', `: r5CC7 'Y. F Q r OFL-SS`® e ,?''(fee'Fti;imtkovr /,?", (feefu"mtkov" 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. tN FWAN - AM W E fp popp g N Lk MNQ v R C) � �� N N w Lu a Lu w a a Z C'o CO � v 0 W i- 19 y o m m o N co Wo��rn ¢M 0Z N M Z U OZO ❑0 W v M Z N ch O z w z o� � J to M z Cz Q) 0 w O G g U w r- - E 3 o U U' m C) r w C M co m ¢ °3 Z J L c6- E >2 0 zo 20 Sj z Zo ¢ N z © co o� F _Q XO < .0 0Kd O E N d p ¢o ¢ a Z �W L- CO C(U o I m g z J ° z z WU) o- � o� o � go a W U CDas z 9 �o Mj o co 01= �N 0 = ` > d' J nL1 � W ` .� m L O m T - J (V r 2 N N N T_ E r N o z z E O E y N `m c 0 U J ca Q ) JOB NO: 20-6223 SCALE : AS NOTED SHEET NO. SIN 0 og CORNER OF HOME GARAGE SIDE 104-0" TANK -LESS W/H 5'-0" STUB -OUT FOR GAS METER 0 O CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH —IN GAS TO RIGHT (ALWAYS) — 12" OFF -CENTER • ROUGH —IN ELECTRIC TO LEFT (ALWAYS) — 12" OFF —CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1 SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. W-Y (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE Uj J 15/32" CDX PLYWOOD OR 7116" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602,0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap --� 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING 8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. FILL CELL STD. 90° HOOK BOND BEAM U) w `L > STD. 90° CONT. #5 CONT. #5 BAR HOOK BAR #5 CONT FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. Small 2" x } gap ma � 4 max. Clinch nails when possible 1 Tight fit u 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60sY" 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 - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. Birdsmouth cuts. N.T.S. Under 2nd floor column w/ loads higher than 15001b. SIMPSC w/(22) NAILS 1 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I� TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS 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 BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 plf max. along bearing wall TYPICAL SIMPSON HETA20 / TYPICAL SIMPSON MTS BEARING Use 3" (10d) nails at 6" o,c. Required on interior walls: - for vertical load transfer Plumbing H ETAL20 INSTALLATION / HTS INSTALLATION Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing -for lateral support when joists meet over wall, or wall stacks directly over wall or Load bearing wall must stack beam below Load bearing wall must stack over * over squash=20 blocks and Non -stacking walls wall or beam below.* blocking and wall or beam below.* require additional Joist consideration. Check When joists meet over wall, provide local building kJoist can be offset 1/16" 1 3/4" minimum bearing for each. up to 3 to avoid code for appropriate �� PLUMBING LINE details in g One 10d box vertical plumbing TOP (2) #5's x 4'-0" areas=20 of high or=20 sinker lateral load. nail each side 3" max CENETERED @ PIPE PVC OR SCH40 SLEEVE at bearing. JOISTS OFFSET A!C CHASE 4" PVC PENETRATION N.T.S. SLEEVE THRU STEM 6a G . WALL 4 a a Provide adequate bearing • Use 10&3" nails at 6"o.c. for all joist a° < . I I, I — I— a. a: for each lapped joist. 4 _ e , I (- blocking panel *Non -stacking walls Squash block 10d nails require additional consideration. — — — - — 00 I Ij jj_ • • — i lI I TI (2x4 minimum) SECTION @ INT. BRG. WALL FIN( GRADE _�� N.T.S. -1Tf=I I IT—i �1T -11 f—I i I 11=1 I1 —I i 1=11�I Bearing wall, Versa Lam LVL or Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges �6 A 1%" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" DO NOT CUT HOLES LARGER THAN 1%" ROUND IN CANTILEVERS. 8 1'-0" 1 -1'" 1'-2" V-2" 1' 3' 1-3" 1'-T' 1'-11"' 2-4" 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'-1 `I" 3-7„ 4._2" 4' 9" 5'-4" Span (i 16 1'-0" 1'-1" 1'-2„ 3'-2" 3'-10"' 4-9" 5'-7" 6'-4'" 7`-2" 20 1'-0'° 1'-1'° 1'-2"' ��-#2"T-T'2'-5" 3'-0" 4'-0" 4'-1b" 5'-11" 6'-11"' 7'-118'-11" 24 1'-0" 1'-1" 1'-2" 3' -P' 4'-9" 5'-10," 7'-2" 8'-4" 9'-6" 10 9' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE, THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1y2' KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. Joist hanger \ _ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. SLEEVE THRU STEM-/ SEE PLAN FOR--'°• a . • ; . FOUNDATION INFO a STEM FOUNDATION GRADF REINF. SEE PLAN rvu �nmar,+ rv%. SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. nmr \ /r r%r1/1 A 1 rI 1 M 1 1 rrA Ir% TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION —\ PVC OR SCH40 SLEEVE PLUMBING LINE A . � a'a : n eo Z •'a • Q SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE 4 d 4I- II a a I 17-1 .a SEE FND. PLN. SIZE & REINF. i _,'ttQ3tiutfi14R�� d�,a�,� , �C VIZ °• �`- , To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q"I" Q 0 O N N M N U 6 � N -� w N a 10 u_ N J 0 rlLu a W d M M ti dj W W JLLW a(LX 0 z @ 0 L Q 2 m C) Win2pjO� LL z W N p coa z N U � J °C DO❑ W V M o g z z o J r_ (n c1 z 0 0 (D T, V � u_ OW_ V) W o c y v W J 8 ° 411- Oak V y c U' W ¢ s O N ti o c Jz w co CID < o Z U_ C E Q E za ago r ze 2 E u t� 05 O E o �= 5-0 X U o¢ a 10. Qo 00 0� a Z q <; rw no U)C - c Y �g m� 0 ° ;z U) J 7 n 0w o¢ go LL <�° oLL a �w �— o w =� >° of �N 0 = J � m W \ m O ■ > r Q C A o m v/ o r O ° CV r T r*-- oLO N N r .i. M N m E w I� E N o z z E OCn ca a U q co JOB NO : 20-6223 SCALE : AS NOTED SHEET NO. SN 1 r r- —1 l 0 i L 0 0 V Ao FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / IN (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O,S,B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. CAIi I 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL LSEE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD _ (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB cf) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 I1J a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E e CAI °o � D 6 MIL VAPOR —1 0.11 11 -' BARRIER l> �t4 m g p COMP. SOIL. (COMPACTED TO 95% I ITI MODIFIED PROCTOR m I 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" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION KA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS--N 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—\ (2) #5 CONT. ON 3" CHAIRS (TYP.) D � I•��—I 11=1 I I �I�Ill�f I " o (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. 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 r WWF OR FIBERMESH co D• I I 11=1 I � J=r 1 I TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB 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"=V-0" S3 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH _ SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OL OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. O.C.) 2" z �3 1/2" MIN. d 4 ° p d ° a ELEV. -0'-31/2" z p a p ° d ° p d p ° p d 2x4 CONT. p A.F.F. O d p - D 31/2"(min, - 4" GARAGE DEPTH VARIES p° d p g TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR@ INSULATION PER CHART ON FLOOR PLAN 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS ---�� 31/2"MIN. 1/2"(min.)- 4" (2) #5 CONT. I —I 11-1 I I—tn 4" V41 8I " GARAGE SLAB AT STEP 1 g 1 TYPICAL BEARING WALL (q) STEP CASHEARWALL SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1 "x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1 /4"x31 /4" TAPCONS SPACED EVENLY `2 2x P.T. PLATE ASSUMED FINISHED GRADE Z_ ° ° \ P Q D D W p o o ° D I —III —III —III —III —III I p1i- -1 i—I I —I I I —I I III —I g a III—i —I 1=1 1=1 1=1 1- CN .- FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 ° ' °ItGRADE 00 — _ . ° —1 I I`I 11`I I t—I I I`I 11 — — — -(1) #5 REBAR w/ OPT. 1=1 1 11=1 I I= 11= 11=1 11= I rSGRUN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT O.H.D. RECESS z 13 O.H.D. RECESS ^M ._- a. I— y ' 4„ — -1 I I='T I=� - _ 11T —ITI—III 14 111= .'.e''.� .��• � I III —II . ".'e� ' •••;: � —I "�. ' Ijjjjjj�jjjllTl' —I I I�—I 1 :'�. ' ` • : '.. 1=1T_I= a —jl' I I I I' ' I a' •.� - I I I I I 1 I•r SEE A/S3 OR J/S6-�`I I I TI 1111 i,l 1I I I rT FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOW') / 1'-8" (1 STORY wl DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEEA/S30RJ/S6J-'L,_IIIIII�,Ii II,I FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 ST RY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ,J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH D D D N v ° t> —I 11=1I I —I I D • D .a 6 MIL VAPOR BARRIER D D.16 T II "SHEAR WALL" SCALE: 3/4"=1'-0" coN" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10) 10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6 —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /,,2x P.T. BOTTOM PLATE 6 x 6 W1.4xW1.4 \ /WWF OR FIBERMESH 00 3 1/2"(min.) - 4" III —I �Ilr I=1LI=1 11=1 I I J I1 I' (2) #5 CONT. 1— 14;1 U.N.O. MIN. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY �co JOJ FORM SUBMITTED WITH PERMIT APPLICATION 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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. @ K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS @ EA, STUD 2X PT PLATE 20" MIN. LAP (24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] = I`ll — °° R 17/8° �LI IT N z ME� #5 REINFORCING BAR ��I T #5 LAP SPLICE COMP. SOIL. (COMPACTED TO J _ D -I { �I �' -I' 36" MIN. LAP [36"MIN. LAP] —I I _ 95% MODIFIED PROCTOR ASTM ' -�— I I = (III �' 10" D1557) .1 � I �rr��-r�l � I� I ��rr� 4" 1'-4" #6 LAP SPLICE #6 REINFORCING BAR #5 STD. 90 HOOK TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 0101, v v Q a a a 4. _71 a .s = q N coCONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) OP M 6 MIL VAPOR BARRIER 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEAL4 INTERIOR 1 /2" CONCRETE SLAB Zr 41 14 1 INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=T-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE Z�___1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT r 6x6W1.4xW1.4 N WWF OR FIBERMESH co d' ° K S3 TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR J BOLTS 6" MAX FROM W END OF 2" x PLATE Q D U —III—ITI—III m e . LU ' 111 w '—III-1 I I I h e I— REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. x FOR TRUSS SEE PLAN FORP. CONNECTION INFO TOP OF BEAM . x & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL := BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE 7/1,' o,s.a. COLUMN LOCATION I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING w SCHEDULE a a 6x6 P,T. #2 SYP g w 25 ABU66 SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 181D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN W/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR.A COMMUNITY SPECS �.�.�.�.�. i , OOGGGOGO�i �,. (2) #5 CONT.-' ON 3" CHAIRS (TYP.) 8" 1 �„ (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < T-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > T-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 IN i—III-III—I I I ' III III=III=111=' .- 91 TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.0.) � WWF OR FIBERMESH SEE A/S3/J/S6 J I="�"—'-' 8 I FOR REINF. INFO. l l OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION, SLAB STEP & RECESS I@ S.G.D. rM SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL CONT. FOOTING STEEL 00 GRADE_ d 40 M � E EXTEND FILL CELLS TO FOUNDATION PAD E MAT REINFORCING. f ' Z w o—III—I —i—I 1=1 i—I w 0 0 (1)= II II I II a� l I-III=III z z U-- I— ° o d = �¢ =1 11=1 11=1 11=1 I I I I =1 11=1 I I—= w -I I I 11=I I I=1 I —I 11=1 I E 1 1 1=I 11—I I- FOOTING -1I —I I=1 1—I 1=9 I =1 I -1I I—' BEYOND PAD REINFORCEMENT--III—i (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T,S. S3 l W tv t FES 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. QTo 5 E00 O V 8 N toi00 k N O 0) —0 U- 13UJ o,• tfp— azJ N MQ (u_ W -�v o mcOr o a O W Z oO W a L00 0 0 N Z 2' O N ¢' Z N M Q (ajO I-_ J o U ❑❑❑ W O O z N z o :� <c E3 � z W N 0 V) �N w(1) o Ly N _ v 6 J E N O I tl+ i,il loi jI L pV i/ O N c U) Y ®® N � � IIIII o co M z ¢ w Z C J IL 6 E d O o oo Q� 0. d KO <o UU �U 92 J 0 ¢o �w m i0 n = _ C —u �! o �oCn ° of zF >Z Z z w � T a 82 o 50 a L (> Op aF Y° a 12 J ^L W `J I U � T O Al m c o J N r 0 N N T r= N � o cc T E O N Z co a E U _j Q 0 a) JOB NO: 20-6223 SCALE : AS NOTED SHEET NO. S3 (MONO) 0 i o U J 0 r7 0 N N rn 0 0 6 a a N N rn (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP 3" DIA DOUBLE 2x TOP PLATE ( )-� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VA(21E5 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4, 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 F---�STUD +� I W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX F= W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER = 1 #5 VERT. IN CONC, FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. CJ`4 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W!(1) #5 FOR CONCRETE PLACEMENT 4 4 4 a d 4 Q ° 4 4 REU 8" STD.90'HOOK g" LINTEL BEAM W/ (1) #5 CONT, IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S G S4 SCALE: N.T.S. SL� WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J - < r w 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED, KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR 77 MOUNTING BASE DETAIL a 4 SCALE: N.T.S. a 4 4 4 SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. 54 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SF AlN10/ o /ov 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" -� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2x6P, J-BOLT TRACK BRACKET vvvrr i nv� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER —(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT, PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 GE SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIM SON SP2 w/ (12)10d / NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS -- SIMPSON HETA20 w/ (8)1Qdxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL _tff7� W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF • 19 SPLICE STAGGERED \ -10d @ 8" 0/C ATTACH ALL ' EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w 02 2x TOP PLATE-/ � V 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12' O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 wl (18)10d NAILS (3610# SPF) • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ HDU5-SDS2.5 w/ (14)1/4" x 2112" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 718" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING SIMPSON SP1 SIMPSON SP4 �-10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX 2X P.T. PLATE ROOF TRUSS ABOVE /- 2X BLOCKING 4 \2X8'P.T. BOTTOM P ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) C SP4 SP2 SIMPSON SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON `SIMPSON SP4 / SP4 a 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA, BLOCKING 2X8 WALL ABOVE ENTRY K.Q. BLOCK W/(1) FILLED 5/8"X10" J-BOLTS @ 2-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGE E R D TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" — L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) ISHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. 54 Y'}�, SE IL ' r p .R C;' saAo;�` •° F 1- •`' F e•� E SS`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. ._ Q O O U it ®N _N N N 00 N tJi E ik o0 G -P L. ° _w �a �-00) 0 L m o m CN E ORO O CD m $' W p.r. Z 0 1 0 Mz W O 00 0El ❑ W CD M co a co N �a � o d U) N M 00 - C' V 0 �N LU o Ma A C) 6 LU `- - EGo I O N Q' N C, I� ti o W co�¢ o z J Q E w o F� za oa V co < w� t— fffi o E X o< ao o 1 O g< o <o a az , L cn <. �¢ o� m C) �C) z, '< -' < ar w Z `� zo �U _8ry 0- S O¢ a az =� o < o a C z¢ < US 12 L Al E W > r = 0 o (0 m 2 � �...� _ lit r o M >% CV —I O r � N T ti cV o z T' E Q w w Z m Cz cu 0- E 0 _j :3 a o JOB NO : 20-6223 SCALE : AS NOTED SHEEP NO. S4 N L i o, i— Q 0 N 0 a E E 0 2 v N i E2 0 0 v 4 'o o.. n_ 0 0 J a� EZ 0 0 N` ai ® Q z m cn SIMPSON HGAM1( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (< 1/4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H1 OA w/ (18) NAILING SCHEDULE FOR 2"x4" OUTLOOKERZ SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SHEATHING DETAIL TOP CHORD @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER BLOCKING FOR SHEATHING DETAIL BACKNAIL w/ (2)16d NAILS 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL FIRST FOUR ROWS OF 45' ± 24 MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" EDGES OF 2x4 CRO BRACE 10d x 1 12 @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL RIDGE FASTENED AT @ "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d @ 8'-0" 0/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ LEAST WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LE LENGTH (SEE TABLE} (SEE A 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 'It 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA, END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" cqn THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10d NAILS 6" O.C. "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 4$" O.C. WEEP SCREED 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. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER L SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN, 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odxl 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 O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. 55 TITEN ON OUTSIDE BACKNAIL W/ (2) 16d NAILS REFER TO DETAIL J N =' SEE STRUCTURAL ON SHEET S5 FOR N "' "' NOTES AND NAILING X-BRACING, AND TOP N SCHEDULE FOR CHORD BLOCKING 00 `° SHEATHING DETAIL INFORMATION 1 1 1/ ". 2"x4" CROSS BRACE WOOD TRUSSES -o 00 APPROX. 8" FROM -tv'v RIDGE FASTENED AT 2X4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF TSI, tt 1 Od & (2)1 Od TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS W/ 2 1�t 4a 2X4 PANEL BLOCKING ATTACHED -16d 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" 0/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H1OA w/ (18) SIMPSON SP4 w/ (6)10d x 1Od x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES - AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4 MAX. ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4"CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM • FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2) 1 Od & (2)1 Od EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END ' SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2) 16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" BOTTOM ATTACHED w/ (2) 1 Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" 16d TOENAILS SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1Od 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S� SCALE: N.T.S. S5 SIMPSON H1OA w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER -� (2)16d NAILS 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C EXT. WALL CONK. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARIIqG LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SECTION g 41NIMUM 2x ;ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT t CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24"- O.C. W/ (2)10d PER JOINT 1Odx3" O/C @-/ 2"x4" TOENAIL 6" O/C RUNNE W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS S� "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 \--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. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 2x4 OUTLOOKER @ 24" 0/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION SCALE: N.T.S. 55 `-MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 BLOCKING W/ (2)12d TOENAILS 8d @ 6"O/C �nrnnn �rnr room 1/4"x1 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 @ \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" 0/C -MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'4" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE — (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) '--STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN z w a 20'-0" MAX "X" BRACE SEE DET. J/S5 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" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C7 GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE/"-7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX rCONTINUOUS BOTTO CHORD BRACING 2X4 MIN. r d w — — — - LU 0 o � 0 1 O w w m - < o o o o T K � i 9 o o LCy LU NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION • 5 �� O CV ' �' ;_) s y:a w y'y �,j�♦ �. 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 Engineer's signature and seal. WW ag b U N N n m Cv 0'3"6'a r, U_ LL a M M 4o z Qj U_ a a Uj � v C) =Z9 MW M0 o W 3 U) J 0 a o Of 0 co N coQ rn 0 O N 0 o z o (n I �, V / N M �v _ o LU 0 � m U O N �V) Uj o rw �. 3K U) i asW J 1 — _ ;_ U o ■ N O m 4 ti o co J z ch M J z q o z E 8Co � a 0 o� wz zp on i— x v 0 '0 O E N o¢ n z <o 0� d Z I- ro w o ¢z iti mo �o >Z 1z o� 50 Q tW � g a m z V CD aF � J 12 nL1 m @ W \ ■ m 1� N T Q C U n1 m ° o J T C:' N N � N E 4' N o o T—v, z c E Q m a U ° Q 0 JOB NO: 20-6223 SCALE : AS NOTED SHEET NO. S5 a.a 0 0 J NO N J m C -v r` 0 J N cND I a it i Q N CL v E F2 N E O S L v J cn LZ 0 U 0 U 0 n: 0 U J LZ 0 0 rn v a a O7 0 �o . i .t 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 x4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER14" MAX. UNACCEPTABLE INSTALLTION 8 , , DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT PROPER INSTALLATION ` DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CON 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. FURRING 3/16" 0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2 FURRING REBAR ` ' AND NAILED W/ 8d COMMON I 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16' TAPCON. INTO TAPCONS TAPCON @ 16" O.C. &2X8STAGGERED (TYP,) (T `BLOCK@ SPACING 1 DETAIL @ 16" O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ M.1X8 2" EDGE DIST. ATTACH 41 Zx BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRYTHROUGH „ 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS �� 3 DETAIL FILL SOLID STD. 90^ ` i� TD. 90°HOOK (TYP.) di @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: EACH END W/ MIN APPROVAL FOR CONN. 1x4 TO PRODUCT LAP SHEATHING TO DOOR JAMB (REFER*2. TO PRODUCT EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16 ' ` D TYPICAL BOTTOM OF BANDAPPROVAL FOR CO2 ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 11:71a 6" 1x4JOIST () O.C. & 4" FROM EACHTAPCON 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN@ „ NOTC @FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. 4 FROM EACH ENDw/ 2x8 P.T. ATTACH SECOND PLY w/ w/ (4)1/4x1 1/2" SDS SCREWS .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4) 1/4"x2 3/4" INTO K.O. 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL ±5A NOTCH WEB AT THE FIRST 2 COURSES ` TITEN BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL ER FOUNDATIONPPLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. SCALE. N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A'A = 1610 # FOR 2 STRAPS FILL 1s14COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" . SOLID W/GROUT 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SIDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x21/4" TITEN = 2150 #) I: 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR . OR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS OVERRAN �` '` A BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL . . a CONNECT W/ 8d NAILS BRACE/BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 a RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%" WOOD ) () * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. TE: FOR OVER NOHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. XOVER ARCH DETAIL 4' MAX. RAD. J USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ ' TO TRUSS TOP CHORD yqN MIN. 4" EMBEDMENT AT 16" O.C. + �� + NGTN 1 r-On 5111 -0 SCALE: N.T.S. SS 12 + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + 1NISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS e . •• WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B B ROOF SHEATHING ATTACHED + REQUIRED > n EMBEDMENT INTO K.) MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS e • ° ►.. #5 BAR d BLOCK HEADER 14 �1/4„ SOLID BLKG. AT TOP BTWN. ARCH 2,_0„ 8„ 5 12d NAILS SIMPSON i + SOFFIT + �' ° ° p 4 p• 10 e 0 ° .. :CENTERED W/ 9 H BLKG. & BUCK TO 2X4 10 ( ) 2X4 SYP . ®s n • . ° IN TOP b 1 X 4 FURRING 8d NAILS EACH TRUSS > I� . ' KNOCKOUT! N _ e e CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT A. PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR s� p MONO FOOTING .o a.. PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3) 12d NAILS � SEE LINTEL7 SIZE AND REINF. PER PLAN AND SECTION DETAILS -I BUCK - (1) WITHIN 4" BRACE EXCEEDS 24" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL e • ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .> DIRT fi z TO BE INSTALLED 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o e� BUILT UP PLWD. BUCK- SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION . , #5 BAR IN ° 90 HOOK cal r TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'Yi' WOOD FOR OVER HANG FILLED CELL - 'a Bd NAILS 2 x 4 SOLID BLKG, (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAID. SCREWS @ 16" O.C. MAX. OR IF MASONRY 4`-0" (MAX. ) BTWN. OSB ARCH FACES Wl (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" INSTALL WDW, SCREW-`_THRU OSB INTO 2 x 8 O.C• �' �I `�� ►• r s- s�� e• ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTINGEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL, MASONRY WALL. SEE PLAN FOR D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING: PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18) 10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD } #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" i z z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6_p EPDXY MIN. 6" EMBEDMENT & `� SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP "U NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL LU nJ A REINFORCING AS FOLLOWS: * SEALANT �:. P e. 1=III=1111=1T—I I � I� ¢) a 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.r�- RE PANEL REINFORCING P SS INTO PLACE. — — - � v #5x6 EMBEDDED INTO „ 6 MIN. LAP SPLICE W/ D — III III I I l — — — i EXISTING FOOTING G (2) #5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL — r cn FILLED CELL SMOOTH. DO NO FURROW. r �t DRILL 314"x5" MIN, HOLE - NOT BED FOR R JOINTS NOT REQUIRINGP NEL REINFORCING DO 0 FULL TA B FO JON S OA PLACE FUL MORTAR E F ) — � GRADE o. e �� I � SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP �' e G SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: i.t `o REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. P TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° '0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A S ECT I 0 N 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION, LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE 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. e••s• �� pa. E Q F 1.0 0 E S I t1?IfI1 8 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q a E 00 O 8, U N N# ® h C'� N J 5� o LLLLa M C N Q Z Q j W J LLLL d a @ern �z�o y@o� m.0o W Z LL 0 ¢ a co n M Z Q O 7 CV Q U F J Z OU ❑❑❑ _ W Mco z N co z - S z o < � E3 '4-1 N M C �-1 W^ � U � 0 r_,_r o �_ N wa — m 1 ZLUE 4' V O y O 0 � I�N ti o w co M i� O Z z J_ Q O Z O W O > O N Z N ❑ a co CJ Nru ~CLoa O E ° z )o a z O ro ao ¢ wz ro CA C o 0z Y V m E o Z, N m Q W e0 0g O z go a y aLL F =3 o O aF a) L � W O O ^, m W Ta • >' N J T T I O N N LO r E w N o (6 z E E O E N m a v ¢ o JOB NO: 20-6223 SCALE : AS NOTED SHEET NO. SS N N i i N N N c" 0 a 0 0 M „ v 0 YY/ G-IV4 `W L/-lVl 1 11\VVV YYLV CROSS BRACING DETAIL (TYP.) SCALE: NTS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS ES (2) 12D NAILS —i AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS HIP G.T (2) 2x8 #2 SYP wr O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL r4 SCALE: NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @@ ENTRY FRONT WALL SCALE: NTS TRUSS NOTES • TYP. HAND FRAMING ABOVE TRUSS CONY. FRAMED RIDGE 2X4 STUDS &PLATES AT 2'-0" O.C.MAYBE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 SIMPSON LSTA18 w/ (12) 10d NAILS SEE PLAN (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MIN. 4 12d WHEN () SIMPSON HUC410 w/ 14) SI (1 FOR CANT. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE #2 SPF 48" O.C. W/ (4) IT LANDS NEXT TO 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM CENTERED AT SPLIT TO TIE INTO HEADER & INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ 3 12d NAILS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES () OR SIMPSON H2.5A w/ BEAMS TOGETHER 10d INTO BEAM - SEE ROOF PLAN FOR MORE WHEN REQUIRED OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w// ( (244)) 10d x SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR COLUMN SIZE & BASE OSB FLITCH PLATE OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED SEE FLOOR PLAN CONNECTION INFO REQ REQ'D ONLY WHEN ' 2x4 #2 SYP NAILER. NAIL ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT 2. A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS EVERY 3rd & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SCHEDULE/PLAN SEE FLOOR PLAN FOR EACH STUD - TOENAIL ROOF AND EXTERIOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REC'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED PER NAILING SCHEDULE SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" " OPTION DICATDNBM A OPTION B CONNECTION INFO OPTION C w/ (3) 10d O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2SEE SCHEDULE/PLAN 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH TRUSS OR SIMPSO FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CB H2.5A 8d NAILLS COMMON B M TO POST ATTACHMENTrA 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS w/ (10) . DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. SEE ROOF PLAN _ ,- SCALE: 3/4„-1 0„ ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B FOR BEAM SIZE & BM. SPLICE OVER IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. CENTER OF POST ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) A A w/ (4) 16d NAILS TO EA. PRE-ENG. TRUSS END OF TRUSS THEN 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP SEE PLAN FOR TOP OF EAM ATTACH SECOND PLY w/ (3) ROWS OF 16d MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. NAILS AT 24" O.C. DIRECTION TYP. A o • DIAGONAL 2x8 #2 SPF RIDGE BEAM � SIMPSON LUS26 w/ (8) 10d NAILS • AT 8'-0" MAX WOOD �C �C 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TRUSS TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 10d NAILS TYP. U.N.O. 2X10 #2 SYP CONT. LEDGER w/ (3) It VERIFY WITH PLAN FOR LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR T & B CHORD O ( WOOD COLUMN SHOWN) MIDDLE LAG SCREWS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) BEARING SUPPORT o. ° EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL °° SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF 9 SEE FOUNDATION DETAIL a@ INTERIOR BEARING PLAN FOR MORE INFO SCALE: NTS 361 SCALE: NTS COMMON B M . ATTACHMENT 18 WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS OIL VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON NAILING SCHEDULE O T OOKER 4" O.C. INFO. SP2 w/ (12) 10d NAILS AT TOP SPF 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING 16" O.C. 4 12d O COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABLE (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL STUD) SCHEDULE SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL - SIMPSON MTS12 w/ EACH COMMON TRUSS/ FRAMING BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP, T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. p W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR � � TO GABLE TRUSS LOW ROOF TRUSS W/ 2 2 FLOOR G.T. () x6 BLOCKING UNDER MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION Q COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. � �� SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY $ CONNECTION 22 SECTION AT HIP GABLE(-12_-�SECTION BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS 7 �i�ipir SE — < J QC n CD C') E l O �• �, O E SS `� �/'I I I I I I I I E I I To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, a pEp U 00 � N it g V� 0 0) (1) J N J 3t w r- a LL a w a 13 m �m �u,LL w aLu ° Lu s m o = m O Z LL a Lcc d O N Z N M O U < ❑Ln U O Z ❑❑❑ M N Z `O N O O z z o J U0 M z c �-, _ o LL w U C O Y Ccli waa U w E U ) b Q0 J w M o3 z < E a p �t zo o� wz >� ¢R zg ❑a U 00 (16X —OL O N U a < z �o 0 0U 0 a z L ¢ o �W Cn C: o r m 0 F , z z � N m <w oa 50 a � a �w o w¢ >° V Oz ¢ 4 0 5 �N .s = J W r� > r W ca = � �..� r d. T_ O � O TT V/ V T T o N N N_ r E c T N Z Z � O iri In ro IL U Q p �i JOB NO: 20-6223 SCALE : AS NOTED SHEET NO. D1 I THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISITIVE BARRIER WEATHER ✓E BARRIER & IARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN 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 HEAD FLASHING TIE-IN INSTRUXTIONS 1. Cut, fold up & temporarily secure weal barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NITS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL O COMPATIBILITY SELF -ADHERED FLASHING o DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING 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 WP02) SELF -ADHERED FLASHING NAILING FLANGE 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as ## in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 2x FRAMEWALL TILE FINISH- 1/2" DUROCK 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM SELF-ADHEF V V-4" PFR PI AN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER Z CL Lu 0- C/) co W U W IM Lu 0 co NEW 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 I� PLASTER STOP CONTINUOUS BACKER ROD & SEALANT A E0 O� WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHII EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a Q water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity FLASHING SELF -ADHERED FLASHING ----,,or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: RELEASE ADHESIVE ASSOSHOWN) 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 2 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. ' 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF - - DRAINAGE PLANE WRB BOND BREAK WRB V..--SF LATH ER STOP A NUOUS BACKER ROD -ANT VTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 CV 0 CV CV o_ rn 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. f. EEp O Q. U D N N 0 R =� "#�w n N U- U a M M W-i a a a lif jLL� C)g,Z rq° o' OfMo mO@m W0�o W rn a Z co N coQ U z N o z � N N M z U o � O- W g wel. r6 U r - E . s ml Aw, _ C o iv o w co cos z Z z < J U- E zo o a zo < it a E � �z Zo oa (Dd F- g¢ � o �z QO E O cV �o <o az m, M zz = Y U m� �o o � zr ' z r2 , 3:}, ab o -5oz az 3.. V F- IJ O UJ y T a C zIa ° 3 0 EN = J ^�1 6 cm c W '> h C U O ^, m cc = d. r O CD •� J �' NLO r II� O N N N_ z- E T- N Z Z E O co a U ¢ p JOB NO : 20-6223 SCALE : AS NOTED SHEET NO. W P ---d- Ali a--e N .. ....1 '-,. y S ...a,.. .:. ,.. "s a .. .n:ad-, '�-.>..w. 4..- .. _.Ewt N,. .:,: ... . ,, y s n4 : '.-... , , _.- ; �. � 'af ..}, .,.p . ... ... r >Y- L�$, r•:. 4 F...x . v6�, ., .....::.. .,�y�r • a rn, . '.. x. a;. . v..,. <T.x. .. ._, a s-rt ,. . Y,. .1 ...: ..:. =}. +".... ., _ d .. ...n Y x.. ,,- '. ,. ...,n.,, ...s:<. 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FL17232,3 ..._...._....._. _. ,ESR_3455 ESR-3445 12/31/2020 ............ 12/3112020 A23 HU210-2 FL10446.2 FL10856A ESR-2606 ESR-2549 12131/2020 ___............................ 92/31/2020 _ _ MountIng Smickets (10 Gei. 0 � 1(2,"x,4.1120 212" a a S ptfl't . (�tfi�ay be cut tip, W1 5r An[h[ r he�ciula iighl:l t tite�ttl 1, ie) HD2122 Hi7 i6 HD216 3 --------.._......-- ------............._....--'---...__....__.._..._.........._......_.... FL17232.3 FL17232.3 FL17232 3 _--.............._.........--'-----.....-_...._...-------'._.....-_..._ ESR-3445 ESR-3445 ESR-3445 ' _ ......-.........'12131f2020 .._----..-- ............ _ _._.._...._............_...-...._..__... 1213112020 12/31/2020 _-... HU212-2 HU216 HU216-3 FL10856A FL10856.5 FL10856.1 ESR-2549 ESR-2549 ESR-2549 12131/2020 12/31/2020 i2i i2020� -12131/2024 Cate o Subeate o 9 ►Y! S rY Manufacturer Product Descri tion p roval Numbs s A- - ) Test P ssures Eat . Date ip HDZ6 - - ............... HD28-Z - - ......... ............. .. ...... HD410 HD412 -...... _ . _.. _._ . H�10.. HD©41fl _.._.......FL17232.2 - FL17232.3 ......................................,..,...............................I...._..I...._.......... ..FL172324 FL172324 FL17232 4 FL17241.7 ESR-3445 -..._...._............_.._..__..__.._.. _........._.._... ESR-3445 _ ................-.................................................................... ESR-3445 ESR-3445 ......._._....._..__,.-.:....,..,_.__,.....,.:. _ ESR-3445 _..- --...__........._12/31I2020 ESR-3444 12/31/2.020 12/31/2020 ...i2/3112£32�.. 12131i2020 12131/2020 HUZ6 HU28-2 HU410 HU412 HU610 HUCQ410 FL10856.3 FL10856.4 FL10856.9 FL10856.9 FL10856-10 FL11468.11 ESR-2549 ESR-2549 ESR-2549 ESR 2549 ESR-2549 SIM20GB04 1213i/2020 ........_ 12f3112020 12131/2020 12131/2420 1213112fl20 1. EXTF_RIOR DOORS A. SWINGING ThermaTru Farber -Classic and Smooth -star ONaMPAC FL20461,1 +67.Of 67.0 s# 12f31d2021 ThetmaTru Farber -Classic and Smooth -Star (NONaMPACT} FL20461,6 +67.0i 67.0 sf 12f31/2021 ThermaTru Farber -Classic and Smoothstar (NOPii IMPACT) FL20461.9 +67.01 i7.0 ps# 12/3112021 ThermaTru Firber-Classic and Smooth -Star ON-IMPAC FL20461.14 +67.01-67.0 sf 12/31/2021 .......... HGA10 HGAt1�i0 FL176991 ..............................................................I..............., FL17699A Evaluation Reeport .. ...,. Evaluation R out 1213112020 12f3112020 HGA10KT HGAMIOKT FL11470.4 FLi1470.4 SIM200803 SIM200803 1213IM20 .,.... - i2131/2021 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67:0 sf 12/3112021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.01-67.0 psf 12/31/2021 _ . _..___.__HHCP2 HTA16 FL17236-7 FL17680.4 .... .._...._.. ESR-3448 ._..__......_...._-.._....__- Evaluation.Report- ....._..._.--,...-...--._.. 1?13V2020 12131/20 HCP2 HETA16 FL10447.2 FL1i473.5 ESR-2551 SiM200802 12131/2020 12131I2020 ThermaTru FiberClassic, Smoothstar, Class►cCraft, Rustic FL7640.1 +67.01-67.0 sf 12/31/2021 HTA20 18 HTT16 FL1761 :4 FL17324.2 Evaluation Repon Evaluation Report .12131/2020 12/31/2020 HETA20 HTT16 FL11473.5 FL11496.1 SIM2t0802 ES-0130 12/31/2020 12131/2©21 BaliS 1 d2,rl3ia. A3 5 G jv. (Tye•) tt B. SLIDIhIG MI Wlndova+s and Doctirs Series 420 FL15332,1 - FL15332,5 +40,0/ 0.d ps# 12f3112020 HTf45 _..._.._ . - ..... ................_....... HTW16 FL17324-2 .........,_..................._...:.._..... FLi7244.8 ............:........ Evaluation Report __._....1 ...........,...._..................................._.._......_. .. _ ESR-3455 ......,..............-....._.......................--.. ,... 12131/2020 .... ............ 12/31/2020 ..._ .._......... HTT22 HTS16 FL11496.1 FL10456.22 ES-0130 ESR-2613 12/31/2020 I-... ........ 12131/2020 PGT Series 5570 FL251.10 4l14/2021 C. SECTIONAL Clopay Building Products Residential WindCode Dogs W5 (8X7) FL15279.37 +30.01-32.0 sf 5/2112028 Clops Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30,0/-30.0 sf 5/21/2028 li HTW20 FL172448 ESR_3455___. HTS20 FL10456.23 ESR-2613 1213112020 '� i I'�$� iC��lrg screws HTW24 .-........ .. __ ............................:.. HTW30 ........_. -..._. _ _..........................._.._..........-................:..................._. HTWM16 --_.....- ............. ........._ ..._ ..,...._,...... HTWM20 FLi72448 .........._.•.:..... ......... _.. _ FL17244.8 FL6223.2 __ ....-...__,_... .. - ..._ . FL6223.2 ........................................:_ ....12/3112020 ESR-3455 ......._...I.......:...... ._.... _:::-:..:....., ...- ..... ESR-3455 ........ ......... ..- _. _.... ........,..................-.............. .. Evaluation Report _...-.._.._.._.........................-....,-..........._.._ -.._ . _........_ ..................----._ ... Evaluation Report 12/31/2020 ,..:.... .. 12131/2020 ...... ...... 1213112020 .. _ .......-.....-_......- 12/31/2020 HTS24 HTS30 HTSM16 HTSM20 FL10456.24 FL10456.26 FL11473.11 FL11473.11 ESR-2613 ESR-2613 SIM200802 SIM200802 1213112020 1213112020 ...............,... _ . 12/31/2020 ... _.......-- ..... .... 12131/2020 Cl a Buildi Products Residential WlndCode Doors W6 8X7 FL15279.85 +38.01-4Z0 sf 5121/2028 Cl a Buiidi Products y Residential Win de Doors W6 1 dC0 (6X7) FL15279.102 +37.01-41.0 psf 512112028 D. METAL LOWERED DRS Curves Diusl n ofAADG I c o n 607 7 7 7 847 07, 27, 47,and Single &Pairs df Doors FL11537.1 NIA (see inst sht) 12/31/2025 HUGT2 HUSH__..........._ FL6223.3 ....................F�_��33 ..__._... ........._................_ Evaluation Repcxt Evaluetlan Report 12131/2020 1213112Q23 HGT2 HGT3 FL1fl456.18 FLi0456,i9 ESR-2613 ESR-2613 12/31/2020 -32II3112tD20 i {Sir" . U t i catt° Eci 2, WINDOWS HUS210-2 FL172326 ESR-3445 12/31120 f HUS210-2 FL10856-R4 ESR-2549 12131/2ti12[7 A, 51NGLE HtJhIG MI Windowvs and Doors Series 185 FL17499.2 +50.01-55.0 sf p 10/812023 -Hurri neSnp 'Mashers """"*� Fr��N�k'�'Cw5sSup�1 't Self l kin Nutt (may I ut10 W ..............:..............:... .._ ,.., ...... _..........I...............-.:.. HUS212-2 _ ......,:... FL1723Z:6 .............................,..........._..._.. „-.... ,...--................-....:............. ESR-3445 ,-._. _..... 12/31/2020 HUS212-2 FL10856.11 ESR-2549 .._ ...,.. ..I....I 12/31/2020 PGT Series 5500 FL239.7 7/30/2020 HUS26 HUS28 FL17232.6 ._. FL17232.6 ESR-3445 ESR-3445 12/31/2020 12131/2020 HUS26 HUS28 FL10856.11 FL10856.11 ESR-2549 ESR-2549 12131/2020 12/3112020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.41-50.0 sf 211612024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.01-40.0 psf 4/3/2023 HUS28 2 _........................................................................................................... JL24 JL26 JUS210-Z,.....•.._........... FL17232 6 ....................... _ ._._._._FL17232_7_.._......_... FL17232.7 .._ _FL17232. i1 _ ... ....... ESR 3445 .._ .-..,...._ ._...-.........__.....................................i ............................... _... ESR-3445 ESR 3445 .....................�._ , ....._.. _ .. - ESR-3445 _.....__.........._ .... _ 12131/20M 1391 ., 2 20M 12/31/2020 ,_..._. 12131f2020 HUS28.2 W2 4 LU26 LUS210-2 FL10856.11 FL10655. 103 FL10655.104 FL10655.107 ESR-2549 ESR-2549 ESR-2549 ESR-2549 1213112020 .......-........ 1213,1/2020 -i f i12020 i213112020 PGT Series 5520 FL243 4/30/2025 D. MULLION Ml Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 PGT Series 5500 FL261.1 N/A 5126/2021 E, OTHER L. B�* et 1 Gau . ( ) fIl' S If r)1)ri r iilPU td ire r JUS24 _..-.._ . JUS26 _.. ._...._ FL1723210 FL1723211 ESR-3445 ESR-3445 1,213112020 12/3112 1 WS24 WS26 FL10655.109 FL1065a.111 ESR-2549 ESR-2549 1213112020 12131/2020 BackCross Support into A/C Unt 8�illltom Side JU526 2 FL17232:11 ESR-3445 .......................__......- _ ...12I31J2020 12/31/2020 LUS26-2 FL10655.112 ESR-2549 12/31/2020 3. PANEL WALL I + r It rri (i CA- 3 each s_de u c_ 0e use) ;, 1 I i R I _....... _....... ...........-................... JUS28 .I....... .. _.._ ...._ _......... JUS46 _..........,....,................._.........._._ _ ........ FL17232i1 ........._._.........._........_,......._........,_......_..........._.......................... FL17232 11 ... ... .... ._ .- . ESR-3445 -._ _ ........_.._._............._-....._......__... _................_........._..._... ESR-3445 _. 12/31/2020 LU528 WS46 FL10655.113 R-10655-118 ESR2549 ESR-2549 i2J31/2020 i2/3i/2020 _ _ -- � - -- James Hardie Building Prod. _ __w . ,.... _. _ _ _ -- - -- - Cemplank Lap Sidin and HardiePlank Lap Siding _ _.,,._ -- - - FL13192,1 - FL13192.2 A. SIDING N/A 12/31/2020 B. SOFFITS Aiside Solid and Vented Soffit FL15272L 1 - FL15272.2 +70.01-70.0 psf 12/31/2020 KLEG3 iCST26t# FL1724115 FL17244.i5 ESR-3444 ESR-3455 12/31/2020 12131/2020 LEG3 MST60 FL10667.71 FL10852.7 ESR-2615 ESR-2105 1213//2020 12131/2020 C. OTHER LSTA12 LSTA15.............. FL17244.18 .....--._............FLi7244.i8- _ .__....._-..._ ESR-3455 ....._.. . .ESR-3455 ........._..................- 12/31/2020 1213112it2D LSTA12 LSTAiS FL10852.4 FL10852.4 ESR-2105 ESR-2105 12/3iJ2020 12/3112020 c ` "" R-cz Q 1 4. ROOFING PRODLtCTS LSTA18 ... LSTA24 ... ....... FL17244.18 ....._ FL1724418..................................-....... .........................-._.. ESR-3455 .ESi -3 .., , ,.. ........ ............._ 12/3112020 i2/3112020 LSTA18 I-STA24 FL10852.4 FL10852A ESR-2105 ESR-2105 1213V2020 i. .i.i2020 A, ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERPAYMENTS T�Imko 151b Felt Underlayment FL12328.5 N/A 1(1118/2021 ...... .0 6 FL1724418 ESR-3455 ... -.... ._ . .._..........._ .i. i12020 _._... LSTA30 FL10852A ESR-2105 1213112020 ._..... _....... C. ROOFING FASTENERS NOT USED LSTA36 .............._....................-,.._....._..,,.............I.........I.._ LTS19 LTS206_._ .... -.. FL17244.18 .................._........_........_.,__.._.._,-._...__._......._,......._........................................_......_......_......._....---........_..._..__..............................._..........................-.-I.......... FL17219.2 FL172i9.2 ESR-3455 ER-0200 ... . -_ ._-........_ _._,.�..___.......__......" ___..._......_. ER-0200 12/3112ti20 _...._.__,._........_._:._,...,'_ 12131i202D 12f31l2020 LSTA36 LTf19 LTT20B FL10852.5 FL11496.3 FL11496:3 ESR-2 0 1 5 ER-13i3 ER-i i i 1 2131 2020 _...__......-.................' 12/31/2020 ...-'..- .......................... 1213/12020 D ROOF V ENTILATORS Thom son Arch Metal Com O#f Ridge Vents FL16918.1 - FL16918.4 N/A 919/2026 , Flonda Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/1012021 Florida Department of Business & Professional Regulation Paget ofz .LT1731 FL17219.2 ER-020d 12131/2020 LTT131 FL11496:3 ER-130 1213112020 Bulldmg Codes and Standards 32e/201e ..............................................................................................-.........................................................................................-. LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 1213112020 E. ROOFING 11LES Baal Tile Villa 900 FL7849,27 - FL7849.28 N/A 12/31/2020 Product Approval Application Detail ....._...........-........................_....,..........._................................_................_................................,.........._..................................-......................................................._._.............-.............._..............-.............._................._......................._.,..........-..._......... LUGi2 FL17240.2 ESR-3447 12/31/2020 LGT2 FL11470-7 SIM200803 ............_....__.-...__.....-.. 12/31/2020 Baal Tile Saxon 900 y FL7849.16 - FL7849.20 N/A 12/31/2020 MP3 MP34 FL17244.22 FL17244.23 ESR-3455 _._........, _:........:_... ESR-3455...,.•.,..,. _ .,. ,. 12/31/2020 12/3i/2020 LS30 A34 FL10446.15 FL10446.3 ESR- ESR-2606 12131/2020 12131/20:20 F. METAL ROOF Guff Coast Supply & Manufacturing, L 0.032" Aluminum GuIlLok 16n wide roof anel p FL11651.2 R3 N/A 4/12/2024 Code Ent or Date ate Date Pending Dote Reps Version Manufacturer contact Daninl S. Kuhcense Locke Bo dy112f2 1 submitted FBCA 12017 roved status Revision 2017 GUIfCoast Su & Manufsaurin LLC. En David Daniel s. Kuhn Locke Bavdan P.E. 1Dl122017 107102017 70l172017 12/12201? roved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 Compliance Metal Rooting fnfo�gplfpoaatsppPN.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida MP4F .,..-'- MP5 FL1724424 FL17244.22 ESR 3455 ,, _ ......_.. _.:.......:_._-. ESR-3455 12131/2M0 12/3112020 LTP4 LS50 FLIOW-19 FL10446.16 ESR-2W6 ESR-2606 12131/2020 i213i/2020 5. SHUTTERS MPH3516 MSTA12 FL17240.3 FL17244.18 ESR-3447 _ ... ESR-3455 - _12/31J20 1213112020 WMI41fi MSTA12 FL10667.86 FL10852.8 ESR-2615 ESR-2105 - 12131/2020 12133J2fl20 A. STORM PANELS Global Protection. Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 Ali American Shutters & Glass Galvanized Steel Storm Panels FL17869.1. N/A 12/31/2020 MSTA15. ..................MSTA18 .... FL1724418 ..........FL17244.18.................................._.-........ ESR 3455..... .._ .I...... .................................... ... ESR-3455 12131/2020 _ .. _..... 12/3112020 MSTA15 - MSTA18 FL10852:8 FL10852.9 ESR 2105 ESR-2105 .. 12/3112020 12/31/2020 6. STRUCTURAL COMPONENTS Profssional En Ineer s g ............................................................_..................,.........................._....,,,...,...,.....,.,..................d......................................".........,..........................................._......__..........................._...,.....................................,......I............-.-..............I...1-,....a............. MSTA24 _............I....-......I.....I....... . -... FL17244.18 ..... ..__ -- ........._.._ ESR-3455 ...........-..................._.._...................._.._._...:........-....._.I...................._..•--- .... 12/31/2020 --_._.... MSTA24 FL10852.9 ESR-2105 i2iMi2020 .._ .. _.... A. WOOD CONNECTO S/ R -- _--_----_ _- -- -- __ _ _ USP t Struc ural Conn. see chart utsil Ra tx v r<. qualkv Assurance Aooroved for Usa A proved for Use Impact Dea -p ign Seg # ProMtc[ Model, NumbarOr Nance Product Dascribtlon Contract ExoFration Date In HVH Outside HVHZ a i to Pressure 1 0,032&qua; Aluminum5VCrimp Min05/32qud;5l CrimpAummumRoofPanel 04/122024 No Yes NIA +N/A/ over 15/32&quota Plywood-108,5PSF 2 0.032"Aluminum Gulf Lok Min 0.032&qud; Aluminum Gulf Lok 16" Wide 04/12/2024 No Yes N/A +N/A/ Roof Panel over 15/32&goof, PIY++ood-116.OPSF 3 1" 24ga. Gulf Snap 1" Gulf Snap 24 Ga.17" wide Roof Panel 04M22Oz4 Yes Yes N/A +N/A/--131.OPS war isn2" Plywood 4 1" 24ge. VersaLoc 1&quota VersaLoc 24ga 10.5&qud; Wide Roof Panel 04M22024 Yes Yes NIA +N/A/ over 15/32&quot Plywood-138.5PSF 5 1&quota VersaLoc .032&qud; Aluminum i" uot; Plywood .032&quota Aluminum aver Oatzrzgz4 Yes Yes N/A +N/a 15132&qud; Plywood -t01.0 PSF 6 1.5" 24ga. Gulf Snap 1.5" Gulf Snap 24ga. 16" Wide Roof 04/122024 Yes Yes NIA +N/A� Panel over 15/32" Plywood-116.OPSF 7 1.5" 24ga. VersaLoc 1.5" VersaLoc min 24ga. 16" wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&quota Plywood-123.5PSF 8 2" 24ga. Megal-oc Min 24 Ga. 2&qua; Mega Loc 18&qud; wide Roof 04/122024 No Yes NIA +N/A/ Pan I over 15/32& uot' PI ood-108,5PSF z o Yes NIA N/A-ss.7PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lek 16&quota Wide over 15/32&quota g4/1220 4 N plywood 2 Ga Gulf Seam Mln 24 Ga. Gulf Seam 16& uot; Wide Roof Panel 04/122024 No Yes N/A +N/A/-93.5PSF over 4 Wood Se m ,over &quat; qua, Plywood sLoc Yes NA 11 24Ga.GulfSeam i8 qu t; Gulfseam,1 lovqua,Sn P k, 04/122Oz4 No 18&qua; Wide Roof Panel over 15132&goof; Plywood -108.5PSF 12 26 Ga. 5v Crimp Min 26 Ga.5V Crimp Roa Panel over 15132&qua; 04/122024 Yas Yes N/A +N/AI Plywood-156.5PSF 13 26 Ga. 5V Crimp Min 26 Oe. SV Crimp over 15l32&qua; Plywood 04/122024 No Yes N/A +N/A/-131.PSF . lover pod 041122024 No Yas N/A +N/A/ 14 26 Ge. 5V Crime Mm 26 Ga. SV Crimp Roa Pane 1xa w Purlinsover 15/32" Plywood-156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&qua; Wide Roof Panel over 04/122024 Yes Yes N/A +N/A/ 15(s2&quota Plywood-161.OPSF 4 22024 o Yes N/A +N/A/-63.5PSF 16 26 Ga. C+rlf Lok Mm 26 Ge. GulF Lok 16&goof, Wide Roof Panel over 0 f1 N 15132&qua; Plywood 17 26 Ga. GulfPBR Min 26 Ga. Gulf PBR Roof Panel over 15132&qud; 04/122024 No Yes N/A +N/A/ Plywood-,547PSF M STA36 ._................_...._................-_-...._............................._.....,....... MSTC40 ........... .._..._.........._. ...... MSTC52 -___-_-___-__ .......................:........... ....... MTW12 MTWi6 _-.-......._..-.._..............._.....-._........................................._...__......,...-..............................._.......__......................_...._-....................._.........._._........._............. MTW18 FL17244.1$ ......:... _....... FL17244-25 .. ... ..... .....__ .........._. FL1724426 ............ ...L .. ..: ...._..... FL17244.8 FL17244.8 FL17244.8 ESR-3455 ................................._.................... ..:._................................. _...:.........._......._ ESR-3455 ..........................I...--...................................................... I.....I _.... ESR 3455 ...._....._...., ..........._,_.....................:.:......................:.:._.._. ESR-3455 ESR-3455 _ _ ....._......_--......__....................... -.. ESR-3455 12131/2020 .:..... 12131/2020 ..... .,:.-.....__ 12f3112020 ..., 12/3112020 .12/31/2020 .... _. .. 12/31/2020 M STA36 MSTC40 MSTC52 MTS12 MTS16 MTS18 FL10852.9 FL10852.11 FLi0852-4i FL10456.33 FL10456.34 FL10456.35 ESR-2105 ESR-2105 ESR-2105 ESR-26.13 ESR-2613 ESR-2613 1213112020 ...,.-.,............1. 12131/2020 ""12 -' -""" 12i3112020 '.'„" i "' "' ....12f31/202{3 12/31/2020 ...... 1213112020 r%1 w r ANCHORS Sim so St -Tie p n rang see chart B. TRl..iw�^t. J PLATES IT�1i1 'iall{fln Ctomponerrts Alpine Truss Plates FL1999.1 FL1999.4 N1A 12131/2020 MITek Industries Inc. Truss Plates FL2197.1-FL2197.5 N/A 1 1/ 023 1 2 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527A - FL6527.5 NIA 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength CDnCrete LihtelS FL158.1 NIA 5/21/2022 MTW20 -_---_- MUGT15 - FL17244.8 _--_ _--_-•_- • FL1724015 ESR-3455 • ---- _ -_ -•• _- - __ _ �_- ___-_--_- _ _ _- - ESR-3447 12/3112020,.. 12131/2020 MTS20 MGT FL10456.36 FL11470.9 ESR-28.13 SIM200803 12131/2020 -_ -_ ^ :_ --- 12/3112020 Commercial Concrete Products, Inc Hi h Stren th Concrete Lintels FL1774 N/A 5125/2024 NFM35X12 _._..... ..... .. ......_........ ._. ............................. NFM35X16t1 FL578.2 .. _ ..........I....._....-. FL578.3 Evaluation R ort ..__... _.... ....__.-_..............._ ..._..__ _.._. ... E.. R cut 12/3112020 _ _.. __ -�__.. 12/31/20M MBHA3.56/11.25 MBHA3.56/16 FL13904.6 FL13904.6 ESR-2616 ESR-2616 12/31/2020 1213i120241 PAU44 ...... ........ ........ .-.......... PAU66 PHD2A _ _ _ , PH3tU3516 __ -. „-,.-, RFUS RS150 RT15 .. ....... ......... ............ ............................. RT16-2 ......I._ ....... ... ..... _-. RT16A FL17239.13 ......... .. . ....-- ... ,._. .. FL1723913 ............. - FL172i9 3 FL17241.20 FL6223.5 ...• , FL1. .....7 FL172363 ........: . _..._ ..-_.,.. FL17236.2 .... _.....__...._ ...... ._..... ....... FL17236.2 -TWion ESR 3449 .... .._. .......................... ............... ...... ,...... . -.. ....... _ _ ESR-3449 ..................._.,....., ...• - ER-0200 ESR-3444 .. -_' __. ........-..........-_. __.._. .... Evaluation R at ..-............_........................... .......... ..-..•......... ESR 3455 ESR3448 ........._........... .........._................... .......:-:................................_...... ...._. ESR-3448 _.. .. ...._......__ ......_._........._-...._._............-...._......_... ..._.... _. _..... ESR 3448 12/31/2020._, .... 12131/2020 _ .._ 12/31/2020 i2/31/2d- 12131/2020 ..., 12/3i/2020 12/3112020 _. . _.. ,:._. 12/3112020 12/31/2020 HDU2-SDS2.5 GLTV3.516 FGTR CS16 H1 H10 H10-2 H10A H3 FL10"1.4 FL1066T8 FL11473.2 FL108 .1 5Z FL10456.5 FL10456.6 FL10456.7 FL10456.6 FL10456.13 ESR-2330 ESR-2615 SIM200802 SR-2 E 1©5 - ESR 2613 ESR 2613 ESR-2613 ESR- 13 ESR 2613 1213112020 f2J3i/2020 -. 12/3112020 .12/31/2020 .12t3112020 i213112020 1�/31/2020 _... .... ,.. 12_f31/2©20 -i i/2020 ',., ..-._.. .. The roducts listed below did not demonstrate oduct a royal at an review. I understand that at the time afros ction of #here roducts, the followin P pr pp pl pe p g _. _ information must be available to the Inspector on the jobSite; 1) copy of the product approlal, 2) _., .....,..,,. ._,,.„_-...,._,. .. . _._....:._ __„„_,,...__,_ .�.�,.,.._....._ ,......_..,. ...: ....... _.�..,:.,�__. ,. ....,..,,. .. ...._,..... _..._ ay..,..._.. _..-...__-,_,..,. �... _,.__..._,. _-. ... ........._.-_.._...,... �_,_ .__....... - _._.._...._ ,.._......,____ ......,,._ .,.. _ �_... ... ._ ': .. ,,...�.� , . _-_. _,.. ..,,._.. _ - _- _ _ ---- - -- -- --'._- `- _---- --_- - -- - --- - ---- -.-�- - ----- ------ - -- ; _. _.._.. -.__.. .__. _- _-____.. ___ _. ___..-___... __. __. _ ._. __._ _- _ _. __._.-_ --.._ __-_.__... ____. _ __ ____. _ - - , _ -- - __. _.. _-_-____ _ _... _._ _ _ . _ . ".,:...., .__.,-..,_-e,. .. ,.. �..:..-._ _.-..-,...._ _...:.......... _..._...__,. _..._ ._,-.._,_.._. ... _ '...,_ .._,. .-._. ._ _.. -_. _.. ..,_...._..,._ , _. ....__,.._ -_ _, . -. _.. _, ,.-..., _..,___. ___� _. ..__._ _...._... ,_.-._.. _" _. _- ... s... - .. _-......_ , -- . -- ,-_---_-___. ..____-_ .._-..... i __.__ . __ _____ -_.-_ . _..__._ _._-._--.__ ___._ .. RT3A .. . .....:: .. .. .._...,................................._...:_... RT4 FL17236.3 ......_ ..... .............. FL17236,3 - ESR 3448 _:... .....,........, .... ....._. _ ....;.. , ........•...........,....._.................. ESR-3448 12/31/2020 ....... ..:,., 12/31/2020 H4 H5 FL1 .14 0456 FL10456_ 15 SR.. 3 E 63 ESR-261 3 i21311:2020 ..., ........ ........ i213i/202t3 RTS ................_............._.........-............... RT7 FL17236:3 _. _...-.......- . . _....._ .. .._........ FL17236.3 ESR-3448 ... .... ... ,...........-.............................. ESR-3448 12J31f2020 12/31/2020 H25 H2-5A FL10456.11 FL10456.12 ESR-2613 ESR-2613 12f3if2020 _ ......__ ... .... 12131/2020 __ ___ _ _; _._.- ___.- _ _ __ - ._-. _.. _.._ -_- __. __ . --__-_._. - --___. _-- _. -.--. _- _.__ __..._ _.___ - . _ - _. _ .... _._ _. _ _._ ..- _ - - _ ._ -. __ _.._--._... . _ -- _ - "-- _.__ _. _-,_ ___.__-__... ___ _a __.____.__ ._. __, ..._ --�- - -- - --- - -- ....._.... _._,__--._ _ _ _.-__ ,. _.._._ I APPLICANT SIGNATURE DATE RT7A .. I...._.. . .. ...... .. ......................... RT8A FL17236.3 ......................... .......... ......... .............. FL17236.3 ESR3448 . _ .................._...............-......_................... _ ...................................-........_.._... ESR-3448 12J3i/2020 _...... 12/3112020 H8 SPi FL11470.3 FL10455.41 SIM200803 ESR-2613 1213112020 ..... _.... _ i2/3i/2020 L. SFT22 FL17244 30 ESR 3455 12/31/2020 SP2 FL10456A2 ESR-2613 SPT24,.,••_......••.•.__.............._FL1724431 ...._ .._ _................................... SPT4 SPT6,_.:.............._......_..:.....:.. SPTB ..I....... _. FLi. 24 . 2 FL17244 32 _. FL17244 32 -.•_. ESR3455 .................... ..... ...... _............. ESR-3455 ESR-3455 ESR 3455 12131/20M ... 12/31/2020 12/3112020 12/31/2020 SP4 SP6 SP8 SPH4 FL10456.43 FL10456.44 FL10456-45 FL10456A6 ESR-2613 ESR-2613 ESR-2613 ESR-2613 .12/3112020 12i31t2020 _. 21 112020- 1 3 12131/2020 i2131/2020.. Florida Department of Business &Professional Regulation Paget oft Building Codes and Standards 32612r1is Product Approval Application Detail SPTH4......_.................._.._.,.. FL17244.32 .................. ESR-3455 1213112020 SPH6 FL10456,47 ESR-2613 12J3112020 ..........._......_......_--- ,_ _.SPTH6..... ............._ ._.-.._._.... ' - FL1724432 ................._.._......_.............._. ....-_............ , .- ...- ESR3455.. 121311202fl SPH8 FL10456.48 ESR-2613 i2/31f2020 OualltyAssrwarce Approved for use A�ovedforuse Imact Deakin Product Model. Number or Nacre Product DesMdion contract ErmNation Data I r oumm NVNz R g� SPTH8 FL17244 32 ESR 3455 12/3112M U24 FL10655.141 ESR-2549 12131/2020 18 26 Ga. GOIfPBR rrrtr Z6 Ge. GuiIPBR Roa Panel over 1 x4 Wood 047122%24 Yes Yes NIA +w,v Purins over 15/32&qud; Plywood-1517PSF 19 26Ga-Gu11PBR Min26Go.GuIIPBRover15132&qua;Plywood 041f22024 Yes Yes NIA 20 26 Ga. GuIfPBR Min 26 eo Gul over lx4 Wmd Purins over 04112=4 No Yes NIA � PSF 21 26Ga.CulfRb 15 26quoGtilwoover1x4woadPudelsover 041722024 No Yes N/A +NIA/ 15/!2" Plywood-1642PSF 22 26 Ga. Gull Min 26 Ga- GutiRib over i5r32&quct; Plywood o4/122024 No Yes NIA +N/A/ 15s./ 23 26 Ga. GutiRib Min 26 Ge. GuiRib wart 5/328qua; Plywood 04/i27L024 Yas Yes NIA -159- -,SszPSF ._ .... _..... _. SUH24 �� •��-_�� FLi7232 3-�� .. _ ......................_.I.........-_......._........... .... ............... ESR-3445 _., .... 12131120� tiHUS28 2 FLi 0655.3 ESR-9 _ ..._.. i2J3112020 = CD W . _..:.... . THD28-2.... _......._.. ...... FL17232-16 ......... ...._............................ESFt-3445............ ,............ .i213112flZD HGUS5.410 2 FL10655.4 FL11468.11 ESR,2549 SIM200804 12131/2020 ....i2/31/2020 THD4i 0 ....................................._........__._...........__................................_._..._.._..............._.._..._..................._................_......-........................_...............,..__..._..._........................-..._....._........._...,................_...................._......_.... '1}-ID412 FL17232 i6 FL1723i16 ESR-3445 ESR3445 12/31J2020 -........._...._..............._.,.... 12131/2020 HGUS414 HDQMDS3 FL11468.10 FLi04-41.1 SIM200804 ESR-2330 12/3112020 ...........-............................... i2f i12020 THD61 Z THUH414 IJGTS3F FL17232.i6 FL.2 .17 _ _ FL2033 i _ ESR-3445 ESR-344-5 ....................................... ... Evaluation Repart 12131/20 .._ .. /2 20„ 12/31/2020 .. 12i3il2020 MSTAM24 MSTAM36 MSTCM40 FL11473.19 FL11473-19 FL11473.19 SIM200802 SIM200802 SIM200802 12131/2020 12/3112020 i2131/2020 4 Y Yes NIA NIA! 2 4 26 Ga. GutrRb nrm 26 Ge. GUIIRib over 1x4 Woad Purins aver 041t2202 es 15ls2&qua: Plywmd-1642PSF 25 29 Ga. Gull M, n 29 Ga. G IRib over ix4 Wood Pudns over 04/12/2024 No Yes NIA +N/A/ 15R2&qua; Plywood-123.SPSF 26 29 Ga. GulfRib Vm 29 Ga. Gull over 15/32&quct; Plywood 04/122D24 No Yes NIA +NIA/ -146.OPSF UPHDB . _.. FL17219.5 ......................................................_....._............................ _._.. ER-0200 _............ i2/31/21320 HHETA20 FL1i473.9 SiM200802 i2/31J2fl20 > O CL ..............................................._..._......................._..........._................................................_............._._......,.._........................_.......-_...................................__....................................-_.....-....................................._........_. - - - LGT3-SDS2.5 FL11470.7 SM20OB03 ...__..............,.............,........ 12/31/2020 ..... . ... .. ..I.... . _............................_ - ......... _ .. .. ........._......... - -_.-. -.............................._....._......... _.. ...... - ...... _................. LGUM26-� FL11473.12 SIM200802 1213112020 _ - _ _ _ _ 27 29 Ga. GulfRb Min 29 Ge. GltiRib over 1x4 WoW Purins over 041122024 No Yes N/A +N/A/ 7/16&quck O.S.B.-101-OPSF 28 29 Ga. GuifRb M iin 29 Ga. Gull over 7M 6" C.S_B. 04/12/2024 No Yes NIA +NIAI -116.0PSF Q OL _ _ _ - - - " ♦�i Search Cdfada Code Version: 2017 FL*. 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL sutx�ance ALL O Application StaWc: ALL CampHance Method: ALE Quality Assuralee 6dNy Contract Expired: ALL Product Model, (Number or Mane: ALL Product Dewipil n: ALL Approved forum In HVHZ: ALL S� Approved for use outside HVHZ: ALL impact Resisted: ALL Design Pressure: ALL Date From: ALL Date To: ALL U `V Code Entity or Date Date Data Pending ate nm inn Manufacturer ,Contact Engineer & License Validated By Validated FBC Approval Approved Status Revision 2017 Smart Vent Products, Inc. Michael Graham Hermes F. Norero P.E. Locke Bowden P.E. 08/172018 08/17/2018 08232018 10/082018 Approved Category: Structural Components (877) 441-8368 PE-73778 (334) 300.1800 Subcategory: Products Introduced as a Result of info@smartventcom New - Cgmplianee Method: Evaluation Repod from a fiance Met Flonda Registered Architect or a Licensed Flonda Professional Engineer FL'.i922`tt�,,;,,�,�„_,_,,,iProtlilcks t . ..i ,<; .g. : ,. , - Quality Assurance Aooroved for Use Aooroved for Use- Impact Design Ssa # Product Model. Number or Name Product Descrlotlon Contraot Explratlon Date In HVHZ Outelde HVfiZ Resistant Pressure 1 SmartVent Model #1540-510 Dual Function Flood and Ventilation Vent 12/312020 Yes Yes N/A +100/-100 2 SmartVent Model #1540-511 Duel Function Flood and Ventilation Vent 121312020 Yes Yes NIA +1001-100 3 SmartVent Model#1540-520 Insulated Flood Vent 121312020 Yes Yes NIA-loot-100 O LLI 2 C Q W J 4 SmartVent Model#1W-521 Insulated Flood Vent 121312020 Yes Yes N/A +1001--100 5 SmartVent Model #1540-524 16&qud; Garage Door Flood Vent 1213MO20 Yes Yes NIA N/A z 6 SmartVent Model #1540-570 Wood Well Insulated Flood Vent 12/312020 Yes Yes NIA +1001--100 Q 7 SmartVent Model #1540-574 14.5&qua; Garage Door Flood Vent 12/312020 Yes Yes N/A N/A J a. SHEET NO. PA 1.0 N � V � O -I�s /L 0— O `y • f��•� �1W� V/ U (n �f�♦� � ♦V A"4 /1 �✓ -0 0 \0 O V O O • O O 1 a L� `v O /}{tea 4-- I a�,� CV U) O CD 4 '^ V ! ��11W��• y--e (n W — 0 Florida Department of Business & Professional Regulation Fag. rare Building Codes and Standards 12/12/2018 Product Approval Application Detail Florida Department of Business & Professional Regulation Ng'3pla Building Codes and Standards IW12iM Product Approval Application Detail Florida Department of Business & Professional Regulation Page I oft Building Codes and Standards 1/=18 Product Approval Application Detail Florida Department of Business & Professional Regulation P." 1 m 1 Building Codes and Standards 11=18 Product Approval Application Detall Code. Entity or 2ft 21k Date Penmho 2111 im Version Manuftturer Contact Engineer & License Validated By Velldated Submitted FBCAooroval Approved .Status Revision 2017 Therma-Tru Corporation Rck Wright Lyndon F Schmldt, P.E. Ryan J. King, P.E. 101IM017 07/122017 10/182017 12112R017 Approved Category: Exterior Dom (419)298-1740 PE-43409 (813)767-6556 subcategory: aMoging Exledor Door Assemblies dckwQvvbidgcpnsubants. Compliance Method: Evaluation Report from a tom Flodda Registered Architect or a Ucensed Florida Professional Engineer Fugzwl-R2 Rroduda _ _ Quality Assurance Approved for Use Approved for Use Impact Design Saes Prod uct Model. Number or N lime Prpduot Oasedotlon C.rdract Expiration Date In HVHZ Outalde HVHZ Resistant Pressure 1 a. Therma-Tru Flber-Classic and Smooth -Star Nomnal SMS;8&quoty.on-Impact" Opaque 12W/2020 No Yes No WA Composite Edge Fiberglass Single Dom 0-Mrig/OW Ing' X configuration) 6 f. Therms,Tru Fiber-Classk and Smooth -Star Nominal B&Yp9 0 &qud;Non-Impact" Opaque 12/312020 No Yes No WA Code Endty or Qgtq 12Stg Date Pendire Date Zvi Y r_slan Menufacturor Cotkaet Enalnear&Llcenae Validated By validated Submitted FEC Approval A ed. Status Revision 2017 Th.nna-Tru Corporation Rkk Wright Lyndon F. Schmidt. P.E. Ryan J. King, P.E. 12/132017 12/1372017 121212017 02/1312018 Approved Category: Exterior Doom (419)29&1740 PE43409 (fl73)767-6555 s'ubCategory: S4nging Exterior Door Assemblies dckwQi}lwbldgamxaft lot compllanpa Method: Evaluation Report home tom Flodda Registered Architect or a Licensed Florida Professlonai Engineer FLr 2e4aiRS Products _ .. _ QualltYAssurance Apo—ed for Use Approved for Use 1 �� moact Design_ Sepi Prod.@ Model. Number or Nam a Product Do -lotion CwAmt HVIi Esplratign Deft In HV14Z Outside Resistant Pig. re 1 a. Thera -Tau Flber-Classic and Smooth -Star Nominal 6&1t39;edquotNon-Impact&qum; Opaque 12/312021 No Yes No N/A Composite Edge Fibargwss Single Dom (Inrwing/OutsWing, X cormgureflon) FLOISMISIM S26 E rib Do ftk 20 ba Vomit-Yatd� V fly F1 � r Reviews 2017 Thana•Tru Corporation Rick Wright National Ascredlistbn& Rye. J. ON. P.E. 122=17 m212017 1214M17 Approved CaYpery: 6dafa'Doofa (419)29&1740 kYnagurnntlmaub (g1�787-SS55 9OCNM#my."Ing EndsW Door � ��' C «�oWon Mark or ALJS� ! A.�1J� 1� .4�. Qga� In HVIC Oki"HMi 1 a. B�wRCbrei6Crdtduprot; end&quokaenchmadr by SOWSNOpaquesad0a FrawgIa"DomaMh 12031=1 No Yes No WA Therma-T sal wiewut SWease. leasing and OuWAV FLA11122t,11011 g2ft areas 20 Rik 20 Mies vase- milialmiglails = Y Y 22Ii114� � r Review 2017 Therm•Tm Corporation Rdr14Wpht NaBonalAccreditation & Ryan J." P.E 12/20I2017 =212017 12r=17 Approved Catspwy: Etlerbr Dame (419)29&1740 Wmp.mentlmt$rrM (813)7g7�$85 Netltod CWari btiow Assemblies s ��9Ya°b' Y�C�f� !� �I!EO�W.mt100�F l�sa LJ�! )mat Prbdapt NlpdN NumwrorNwr I� 5 a.&quocSrrs WHSbm&quak ass&quokBendarwdr by &$ and W Opaque and Glemd Fiberglass Door with 12131=1 No Yes No WA Thomie-Tn liquor end whh d SideWu. Inwkg and Ou swing Composite Edge Fiberglass Single Dom (InswingfCkdsWrig; X. eordlguniton) 6 f. Therms-TYu Fiber -Classic and Smooth -Star Nominal SM9;0 4,quotj4wH pact" Opaque 12731/2021 No Yes No N/A Composite Edge fibergbas Single Door (InsArgiUWwgng; X configuration) 9 I. Therms,Tru Fiber -Classic and Smooth•Stor Nominal 6MS;e &quoiNwHmpad&quot Glued 12/31/2020 No Yes Nd N/A Composite Edge Fiberglass Single Door (Inswing/OWswing; X configuration) 9 1. Therma-TnPlper-Clessle and Smooth -Star. Nominal 6& %il &quotNon4mpact&quo; Glued 12/312021 No Yes No N/A Composite. Edge Fiberglass Single Dom 0nswing ulm1ng; X configuratlon) 14 n. Therma-Tru Fiber -Classic and Smooth -Star Nominal SM9;0 &quotNorHlm act& of Glued 12/312020 No Yes No WA Cam os3e Ed a Fltie less SI le Dom P 9 r9 n, 14 arms- m e - ss , a moo ar om na uo Do- pa quo ; ue o e n. CnswlnsMeutsWinEdge FiX eadlsaatlon Single Dom Q g g ) (Insamli uis7Mng; X cwdl ntlan Florida Department of Business & Professional Regulation Pag.2 pre Florida Department of Brininess & Professional Regulation POP I *?I Florida Department of Business & Professional Regulation Page Oil Florida Deparhnerlt of Business & Professional Regulation Poe 1 a1 Building Codes and Standards +=2020 Building Codes and Standards inswis Building Coda and Standards 115120+e Building Codes and Standards 115201e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ' FLe15332•Ry5$;gdude Be-# P,.duct Model. Numberor Name _ QiWIN Aswranoe Product Dascrioflu. Contract Exulrellon Date -. Aopro In edfor Use HVHZ ,-:_. ADaoved for Use Outside NYHZ Impact RaslslaM '. 8P9IID3 Pressure $ �mL V D2n1l� yrldWdav V illy P d� A mb4M Ilad! in .Yrigffi dbn1skTAIQL �..g I anebtrra ineorre S 1� Ddb VsldWd mL&mWed Ddof� r dam.. Aam2Md rat N4a1429 2M Ilia! Version DPSYSt l0 Deb lam Agialatelf PPB!'AAaatP3s! 20 !! mtmM 1 2 3 SERIES 42D ALUMINUM SGD SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD OXO 12131=20 145-3/48,quotx808,quot NOWREINFORCED SERIES 420 ALUMINUM SGD OX, XO, XX 121312020 96&quo;xa0&quo;NON-REINFORCED : SEREST 420 ALUMINUM SGD REINFORCED OXO 12/312020 145-3/4&quoYx96&qum; No No No Yes Yes Yea No Na No WA NIA N/A Revision 2017 P1H527MePtadum Corner l#7Mkg Prodreb Company Csbgay: EndM9or Dow* SubCebaay: Segwnal Exterior Door Ananbtles CpotpYew Method: Ceddcetlen Mark or Using MwkYssstm Id InnrMkTwtkig Sawk-NA, GaryPfahler (513)770.0082 Ire. ($13)619-0680 mwa.nrAeMbfmdwPal•'mm 11292017 0W1arA17 1205=17 AppmvW Revlelon 2017 Colter Subdig Pro{Mids Company Cabgmy: Exterior Doors Subcategory! 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PA 1.1 CU L F.-IF I Florida Depa tment of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Page 3 d3 2a2ozo Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Pam I dI tnb/2o20 Florida Department Of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail pew 1 d1 Ifili Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Datall ilea 1 m I Isola cn N +r 0 > C-(� „L Q W � O ^^Q 1..1.. V/ ('� �v/ co U Tt V V O L ! ♦�/� •v/ W Cole EMlty or D_ta ALW Date Pending Data S1f4E Vrion Manufacturer contact Enalneer•&License yadaWvallated Submitted FaCApmuyat Approved Ravisian 2017 GAF Michael Stich Robert Nieminen John W. Knszevicb, PE 12/11/2019 12/11/2019 12/182019 ding FBC Appn Category: Rooing (600)76F3411 PE-59166 (954)772-6224 Subcategory: Aspholl Shingles msNehCgafcom Compliance Method: Elrelue8dp Report from a Florida Registered Architect or a Licensed Florida PrCfessichal Engineer Code . Efl ear eta Dal pate Pending a jYPa VersioManufacturer Contact npinar81densa Validated v Validated Submitted FBC AogroApproved Revision 2017 TAMKO Building Products, Inc. Karl Eden Zachary R. Priest Locke Bowden P.E. 10n W2017 IM52017 1020/2017 1N7212017 Approved Category: Roofing (417)624-5644 PE-74021 (334)300-1800. Subcategory: Undarlayments kern aden�hmko.cdm Compliance Method; Evaluation Report from a Florida Registered Architect ore Licensed Florida Professional Engineer - FLEI 14ffi eEotmL9L .Qat ! 2e aypYJ>EogblALlaenla I@t h1aW1 Aatmlma !A1M Revelon 2017 LV. 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Florida Department of Business & Professional Regulation page, oft Florida Department of Business & Professional Regulation Pagel d, Florida Department of Business & Professional Regulation Poe I d, Florida Department Of Business & PfCfBselonal Regulation psae I d 1 Building Codes and Standards 11712DIS Building Codes and Standards tangle Building Codes and Standards tA=la Building Codes and Standards Isola Product Approval Application Detail Product Approval Applcation Detail Product Approval Application Detail Product Approval Application Detail FLM#Nal Code Ill or a�ta sted Data Pending e Dole J3!!f!i8412 FLM69i8.R2 Iygq version Manufacturer Contact Eraip &License Vyldat.d By Validated Submitted FBC Aboroyal BgpIg.Y49 AL4t1aa. mm Imo! y,mim fi w 2 lnwrAma uValidated By 221r 121dt1 Validated SubmWad ! FOC Approval Isom Agatsna IN= � 7yae Yoaba mwgdwkm EOYt or Contact Vdidsw or Fib 210 VANditod AID P8C ADOMVM !� A9n[mMa agm .296 Sync Version Mamdiam ! 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Priest Locke Bowden (8/3)268.3468 PE-74021 OU)I300-4800 wny®pon b*oo&V ODm 1011(lorl? 10MO/2017 10117=17 12/12/2DI7 Approved Revision 2017 FLM9204H products Flodda MWl Products Inc. cabptq: Roorm Subcategory: Roo" Aamowries that an an freight) Part of the Roofing; System CoAtpllmm-1 E1rWtatlnoReportharn■ Florida Registered Archbot ore Lbaaed Florida ProfmionN Engineer Clark Jones James L auction, P.E.@ Michael John RWM. (904)783-84M CB1=EngMeering P.E. clarlr*6vna.corn PE-i (501)414-7067 1W2612017 10/06/2017 lWiril017 12M272017 Approved Subcategory: Roofing Accessonesthatriman Integral Parlofthe Roofing. System Compliance Method: EveluatlW Report from a Fl6l R N IsteredArchitect ore ucensetl Flold e ProfessionelEnglneer FCW72.02=R3 Roduds: acerterolomanco.com .. Quality Assurance :' . Approved for Use Apmovedfer Use Impact Des . Sao # Product Model. Number ro Name Product Daseridlon Contract ElmlrWlon Data In HVHZ Outside HVHZ Rhi Pressure FLIMM94t2 Investigate golkAomm Approved lot U, Approved for Lift mMafd Roo FL94M24tZ Products glailkillsawallais Alareved farSht Appeal for U, 221Wm 21Mta Obft Antennas Plodut ootdoam RgabdXMWdWL2da Amermdf&rLift Approved for U" IB.WA0 Oulaide HWM boa ! 1� p 1 Deckl DA-4 Low Proi Polypropylene: Plastic,. Rog Vent 07/10/2021 Mechanlcalb Attached to Plywood Deck. No Yes No +97;5497.5 ylBa 3 Product Modal Number or Nam TAMCO (M-Rldpe Roo(VeMwth BUiM Product Description Conbod EXBIMNM Dab 28 ga. ab* rail wrdBaw with integrated btl88 Oam 2028 ILLtLQIi Yea Outside Yes Realities: WA Pm rs WA 2ba! 4 TAMOO Round Top O"fte VI with Saft for Tie Product Dacdo§m cootmd Exokoum Dow 28 0a. static: roof arrestor vfth trite 06/08Y1026 III WAZ Otftw HVHZ Yes Yes iRoshftnt WA pressure WA 3 3-FIAMCO&grtotRV10Rkge VenlBquot ANaninum Ridge Vent for pkhad roots fablosted 122312M from 0.026 Aluminum No Yes No WA Florida Department of Business & Professional Regulation Page 1 P12 Florida Department of Business & Professional Regulation Page I or I Florida Department of Business & Professional Regulation page 1 art Florida Department of Business & Professional Regulation page l dl Building Codes and Standards 2 rmzo Building Codes and Standards Imo Building Codes and Standards m202o Building Codes and Standards Isola Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Code TTypeVarslon Manufacturer Revision 2017 Sorel Rooting Category: Roofing Subcategory: Rootdg Tiles Compliance Method: Eveluetim Report from a Product Evaluation Entry , _ ,... .,...:. .., „ , ..:: , , . ;;. „ EL#7849+R11 erbtluets < .., .• .._: .,, .., ., anlityor Conrad Endlneer:&License Validated By Anderson Robin IAPMO Uniform Evaluafion Gary W. Walker (801) 380.6091 Services LLC. (205) 554.0160 RcbsAndersonmboral.co m ,.. ,, , .. 3 ,,, .vc.. , , Date Date Validated Submitted 10fIS2017 10/062017 , . ., , Date Pandum PRIG ADDfgYdl ,,:,.,,,,,, Data Approved 10212017 .,•,, ,, Status Approved Cone. jyee Version Revision 2017 Manufacturer Global Protection Products, LLC. Category: Shutters. SubCNegiri Storm Panels Compliance Method: Evaivanm Report from a Florida Registered Architect ora Licensed Fic ride Professorial Engineer Entityar Contact Fndhear&Licares, Validated By Tim Robinson Waiter A, The Jr., P.E. John W. Knezeylch, PE (954) 689-7545 PE-.44157 (954) 772:6224 tim.robinson ke?gppen.coin Dote_ pie Date pending Validated Submitted FBI Approval 09/052017 08/31/2017 09/112017 Data Quad 12M22017 status Approved Tvoo Vol Mmiuradurer Revision 2017 X American Shutters and Glass Category: Shutters � eg SubcategOty; Somt panels Compliance Method: Evert or. Licensed Floridaa Flontle Registered Architect or. a Licensed Fl Professional. Engineer -Fullissillis Entity 0 Contact Enginser&License Validated BY Mike Barbieri Frank. L. Bernardo, RE Troy Bishop, P.E. (551) 712.9542 PE-0046549 (954) 947.08BO mrke6�ellaoericens ulte rscan 22da ]MR Data Pending Validated Submitted FBC Approval 10/18/2016 10/18f2018 10232018 Approved 12/11/2016 Status Approved FLAM OM 220 mm Version HasiblibW Revbbn 2017 fiW gBuildingory: Structural Compasma onent kia Cstepory: Components sutrCateaaey: Trues Ptem CorytMaroe Mstitod: Evaluation Report from e Product E"kWUon Entry products Entity or content Stuart 184 ICC Eveluatbn Ssrviw, LLC WWan M. RrlaL PE (847) g18.8473 (407)681.1917 etewM@olpbeiMr.am 20 291 Dabs Pondim O911W2017 OB10712017 209 OW21/2017 AMR Approvrad - as # - Product Model. Number a Name. Quality Assurance Product Description Contract Expiration hate RodF�17Hj1 Aarovetl for use Apoovedfo In Use Outside F,VHZ ID1pa:1 al to nit Oesion Pressure R FL815078d45 P+rotlueee _. - __ sea N 1 s =: Rorkret Motlel NumbM or Name 20 Gage.Galvenized Steel Storm Panels/HVHZ - Quality Assurance Product Descrlotlon Contract Expiration Date Corrugated Gahanized Steel Storm Panels hashed 1 W312020 - Approved for Use Apdovetl for Use In HVHZ Outsltle H1AtI Yes Yes �_ _.. In19av2. n Resists t Yes .' PDolressu Pressure WA ben # 1 - - Product Model,Number or Name 24ga:Gehanized Steel Some Panels �. � :.: -... Quallty Assurance Product Description Contract F�cplralla 24go Galvanized Steel Stomp Panels 12/312020 - AAw,,Yed for Use Approved for Use Date In HVHZ Outside HVHZ Yes Yes -Coolant mne{l Resistant Yes gge(gp Pressure WA Again Pmd ict ModoL Mumberw Name 1 Tr1N aC0/Ap,ns Higher Stran9til (tI &arrp; 8) Assummoor Prgyg by Mehl Darinsater PMM 1uJ1/2o22 Aonrsvatl for Use Aggrieved for Use In HVHZ g( Yes Yes )nom y WA D&Iim Ptlslgn WA CU 15 pry e r e- is o,. o es 17 Saxony 900 - Country Slate, Hartford Slate, Stake, Slate, Flet Profile -Stockton, CA 121312020 No Yes N/A WA 18 19. Split Old English Thatch Saxony 900- Country Slate, Shake .& amp; Slate Saxony 90o - Country Slate, Shako, Slate &artpa: Sp Ili Flat Profits -Henderson; NV 12/312020 Flat Profile.• Lake Wales, FL 1W312020 No No Yes Yes N/A N/A WA N/A a not by tracks to provide. humlove, protection. Shake 20 Saxony900 Shake& Side Flat Profile - Lathrop, CA 12/312020 No Yes N/A WA 28 I a Ville 900 um Pro - over Medium Pro lie - Leke Wales, FL 12/31 ii o No es Yes N/A ri C sass" Florida Department of Business & Professional Regulation Building Codes and Standards tree I el lffi=16 Florida Department of Business & Professional Regulatiat Building Codes and Standards Pass I of I II&QOt6 Florida Department of Business & Professional Retgulation Building Codes and Standards Poe I of tarmle Florida Depattrnent of Business & Professional Regulation Building Codes and Standards Pas 1 of I Isola O Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail m0 FL,M9WM Revision Sdmt )tt� WIT 111niMLo[ fill Building Components Group la. ca vmr structural cw4mmtne BrubCstepoly: Trim Florae Ccapaterce 14aMd Evaluatiert Resod from a Evaluation Entity En twL S ErAho .& Li-y lMe111I Shad L"b E)C Evaluation SOTWN, LLC Vision M. Raintill PE (647) 918-6473 (407) 0874817 abwMralpinslw.corr, gate 20 Ili twta dma ellfl a 17 091071 pg. Pending EwLaauml 2111e Anwo"d 0111121,2017 Am" Approved RJttssffi Settle LM )lain Revision 2017 lbmodm rTW Building Components Lip Inc, Category: Structural Components ryfTnm Phm Conplsm Maher Evaluelbrt Report from a Product Evaluation Entity,Product E M al Contest vmmmw By Stuart Lawns ICC Evaluation Service, LLC WM]am M. Rental, PE (847) 9189473 (407) 081.1917 NwvM@avconI 2111 2201 2 9LBRD= Ya1tl1r1C amm" FISC ADOMYW 09119=17 000712017 2111111 Asamwtl 091 Abut Approved FLMO !!FM 2211111 Ilta1 rirbn Revision 2017 Naludiffibm rrw auk" componsiu Ororp Ira. Category., Category.,omponenb a,MCmaa*Y: Trim atu Complains* MethodEvMuatlor Resod iron a Product Evaluation r'-IIti4' Ed& or Contact Engineer &Lieu VMkh Wd Or Stuart Lewis ICC Evaluation Sorvlos, LLC W Mon M Roll PE - alewbssalpfnptw.0om Rd& 201 2 MLBE WO )(aBsa1W fw� j BOADMO tl OW1972017 0W0720t7 gets A,,rvd 092112017 AMR Approved FLMV4e 2ft I= )isomer Wmllialm Ravish 2017 Mrrok Industries, Inc. CategaeY:SWctuulContporrema SubCabpony: Trim Pill. Evaluation Report oMd: fram a Corpgr" NProtlucl Evaluation Entity l dit or, 220a V d d bd By David VVsn ICC Evaluation Servks, LLC ICC Evahmgw Service, (814)851-7480 d werl®ma.am Owls)6t 22101 291 29LENO W )fayClbsi Ai ! loMsil f OMOM17 21k Anatol 1022f2017 Amon Approved so B _ FU19N4a Products EMN94M products PLM9N4UProdueM PW1274e Products audhAgEmm Avarovild for Use AnormW for.Use 1woffi D"aa Quality Assurwmw Anomnd-WIW Apmoved jor Lbe mmm Dookm QualityLklIti7DPt Aomwad for Use Aowoved for Use igalall Approved for Use bold owing alga 2 Product YodoL Nuehsrw NaasProduct ITWBOGftlns WaePlate Damotim cookim rxwmwn Data Meld Connector Plate 12131,1= Intll�li Yes .kBMZ Yes ItttWao WA PANWA N/A Awl 3 P�eLMsMwwNsmo mV BCO/Alpine Trubx Product Dmarintbn Contact Exomm Dam Mehl Connector Pat. 12/312022 In Win OLftwo Yes Yu Raddot WA Pressure WA moo 4 Product Mode. 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NtpnMror Name 1 M18BHS P>ymg„ 16 ga. spa high strength bus connector ptete g1A11= In tram Q Yes Yes WA Pmeem WA LarhSlilMla - 8.1gh.9tlltllt U) _tf Florida Department of Business & Professional Regulation Building Codes and Standards Pas, d, Isola Florida Department of Business & Professional Regulation Building Codes and Standards Pape t d I 116Qota Florida Department of Business & Professional Regulation Building Codes and Standards Poo t d 1 911 Florida Deparhrient of Business & Professional Regulation Building Codes and Standards Pas 1 d I Isola 0 Product Approval Application Detail Product Approval Application Dealt Product Approval Application Dirtall Product Approval Application Detail W Fu21n4M Sons Version WArAdkOhM EntNv content Engineer 914owm Validated By � 211a 111Il� SubmWAd D@b.P1 wkw FBC Avowal 211e Apprysa AMR iit'n� fL224! Sys! Version Mouftykim Entity Eaubw&LJcertse Validated BY 20 20 2 Validated s FIGIC Australia! ! Att11mffi !!tea 13,alla>$t Cs$ Strae m Eon ff Eumk aLLiam" VdWd6d By 121M RIK Dt.� VoMdmbd SuWnItid FW A,aoa1 I�lt Agiliea &WE Ts2leaRa tCSA9 Sent Venom ManuftWrI Entity g[ Contact Enamel & License yam( 221M i� I Validates Submitted FW � Alm A la � /) v Revision 2017 Mnec Industries, Iris Caagery: Structural CgrnponsnM CoMCtepay: True Plain you Product Ew MaBrod: Eveluetiat Rapon from a ProductEwwatlon Entry David Wad ICC Evaluation Service, LLC ICC Evawetion Service, (316j 861.7480 �. MrorlArtd.mnr, ( ) 689-9800Coffpflwm 1 W1 O2017 10110017 102=17 Approved Revolon 2017 Mlrek OWetrtes, Inc. Category: structural ComlwmMs BttbC•bgony: Trim PMm Mod al ProEvaluation Entity Evaluation Report from a DMW Wed ICC Evaluation Service, LLC ICC Evaluation Service, immil861-7480 LLC. dvmrttpmA.cem C� 6s0 1011*2017 10fla 7 10PY2/2017 Approved Revision 2017 MRNe Intlnabies, Ire. Cswom : Structural carow as C�oapllecceryMetlrott EvawaUon Report from a Pndud .C. MW n EV David Wad ICC Evaluation Ser-IN, LLC ICC Evaluation Savlee, (314) 851.7410 I.I.C.Category: ��.� �) 6BD-BBW lomo m17 1011WM17 10i Approved Revision 2017 Mnik lndunes, Inc. Structural component. CubCods ; Truss BIrY; Troae Plates lasesEvaluation Resat tan s Comoi Ewkatlon Entity David Wert ICC Evaluation Service, LLC ICC Evaluation Service, (314) 851.7480 LLC. dwerl®ml.00m (206) Bg8-0600 lom9R017 11)M8/2017 1 W22/2017 Approved O FL01974110 Products FLNI*74M Products F OV174a ProduaM FILMSFde products L� yoga 2 Nil Is asaw 16 gs. b,m oomsehr ptete DIA12023 Aowmed for Use InklYltt Yes AQ UN IwtLldelilltii Yes ugo WA Design Pmuuio WA Aapa 3 MT1191S 18 9& high strength buss onnoodor plots 011012023 ftaib! Amvvnd m.lyiHi HVHZ Yes Y" 2 MA Dulan WA A!a!! 4 Product Model. NuwrrwNsrm MT20 calls, Anura 20 ga. tnm awo k* r pilots 01A1r1023 Anonri" for Use AP .for Li" io.111Q1Z gwwdLim Yes Yes WA J2ndma Proomm N/A Atraa 5 MT23HB 20 ga. high sbani bees normaSo plate O1AV2023 Anatol for Use i11II212< OLOkb HVHZ Yes Yes )� RAINMM WA gem !'NOturt WA � CZ a- O 0 Florida Department of Business & Professional Regulation Pile 1 pf I Building Codes and Standards va2020 Florida Department of Business & Professional Regulation Building Codes and Standards Pact li p Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 02 rz92o2o Florida Department of Business & Professional Regulation Building Codes and Standards Peal Isola Product Approval Application Detail \f✓ U) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Code Tv". VersionManufactuer R Fsion 2017 CapenteCo. Entity or Contact Engineer&License Validated By Tracy Lene MIampBCCO -CER rami-Dad6000-VAL Date Doe Data Penicillin eliV dead Submitted FBC Aopraval 101 2018 102 Dam Agproved i1/012018 Si_tua Approved in lia, I3a3Z7!$E Editorial Change Sc4gr. Version 2017 Manufacturer Weyerhaeuser Category; Structural Components Erdlty or Contact Encloser& License Validated 8v Rob Baldwin ICC Evaluation SerAce, LLC len Lehrer, P.E. (263):924-8476 (608)839�289 2erg Ili Validated 5�i mittao 04101/2019 03222049 Date Petidirm F8C Aporortl tea, cued 04A8/2019 Statue Approved Cad SYaa � Revision 2017 2 Cowaof W Cwav* Produets,lna Category: Structural Component y�g .� E�.A.Lb� �(�� Robert OEe THUY H. HUYNH John Noy (813)56"707 PE•60122 (354688.6311 $l�mlmQ E�eA9P�l1 IOA412017 10M32g17 IOMD17 AmB4)� 12fl=17 � Approved ry: fin rat Components Compliance Mnaulat gn Form Systems Compliance Method: CertlOcatlon Mark or Llsting PLIH4IIIII Products V8 y 687-9494 1786) 315-2590 tracy.laneCcarpamercom _ w ^� Quality Assurance AamvHVHZ Use Approved for the Impact ! Sa # Product Modal, Number o Name product Oe lotion Contract Famiratia Data In HVHZ Outside HVHZ Preens Presw _g_ scr ant r High Strength Concrete Intele 4, 6 8, and 121 inch wide lintels 05/212022 Yes Yes N/A NIA. 1 4 fe 9t1 on. _..L '. a. FL#S527:tH0 Prddude Subcategory: Engineered Lumber Compliance Method; E Evaluetirn Report home Product Evaluallon Entity �. Buser corm Sitcase": Products introduced n a Reap of �'T0a0Ia9Y CompUFlodds erg WOAr holed Evaluation Repa don a Florida RepWeted AtrAesct era Licensed Florida Fmkubmi Engineer Yalaaeotn Sea # Product ModeA Number or Name 1 EPS Insulalon QualitvA once Product Doecdirtion C m act Eirogebon Expanded Polystyrene Block Type 04/172022 Anoroved for Use Appmvad for Use Date i HZ Outside HVHZ Yes Yes m d Rea a ant WA Deal n Pressure WA z - Quality Assurance _ Aoorovadfor Use Approved for Use Impact Oesrgn Fli177446 platitude Z Sad 0 1 2 3 4 5 Product. Model Number or Name Mlcrollam LVL Paralla n PSL TmberStrend LSL TJ Rim Board Weyerhaeuser Rim 8osrd Product Description Contract Emlrstia Data In WIN Laminated Veneer Lumber OW312021 No Parallal Strand Lumber 03/312021 No Laminated Strand Lumber 03131 M21 No Smoural Composite Lumber or Oriented Strand 03/31/2021 No board Rim Board Oriented Strand Board Run Board 03/312021 No Outside HVHZ Yes Yes Yes Yes Yes Roslsmd N/A N/A N/A N/A N/A Pressure IVA WA WA N/A WA IIlBa 1 Qua* Preoal of Commercial Concrete Products Qom Precea err Ptesbeesed Concrete Unsaid 06/25=4 In QWkkt= No Yes bRid B NIA 2210111111 plasmas NM Search Criteria Code Version: 2017 Appbcatipn Tyll ALL Category: ALL Application Status: ALL Quality Assurance Entity Contract Expired: ALL Product Description: ALL FL #: 14281 Product Manufacturer: ALL subcategory: ALL Compliance Method: ALL Product Model, Number or Name: ALL Approved for use in HVHZ: ALL Q J a Approved for use onside HVHZ: ALL Impact Resraunt: ALL DsslgnPreeeure: ALL Data From: ALL SHEET , - Data To: ALL PA 11.2 u Ll