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3149 Lytton Hall Dr
EJEIM17 a El a a D p El 171 El 0 1711. M 7E] Fp 0 ❑ ❑ ❑ ❑ ❑ ElE ® ❑ ❑ 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 SIN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALTorALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or J Circle CJ orr C/J Control Joint CLG or Cig. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Mr. Finished Floor FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KS or K.S.or KMNaII Knee Sp KS or K.Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mir. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or RA. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT ReceptacleRETROFIT REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SO or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ SF or S.F. Square Foot (feet) SQ or or Sqq . Square STO Storage SW o S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WOW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H, Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proofing) WS Water Softener WWF Welded Wire Fabric (Mesh) S3 DETAILS S4 DETAILS S5 DETAILS SS 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 PLAN REVISION MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BA ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS FEB 1 8 202� ORDINANCES t G REVIEW DATE CIV OF ZEP H� �w� E�NER Pi.A� rIV, THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALIDCODE 12-8-15 2.0 ADDED VAULT. CLG . REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement 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. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR T R EV E STA 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. 1941 /I 111lIN OWN' ��`�`\,, Q` % NS E f. 0. •• F I- ••' • �' R�OFESS`O� ff,flillt To the best of the Engineer's WaMedge, 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 c rpm 9 t i M N21, '4 C01 L-, 00 W di 3? aLaa �LL LL ' M W N a >wr` as x Z ate°' 0it 0: m Ou WY W m O ca o C r co i rn J o a 0 Z L g& N Q M Z U O J z ° ❑❑❑❑ W c9 � z N z z g d N N �4-JLU z LU 0 LL, V) �N c < 016- Z -JCAD LJ- o > zo a rL E V go Wa UO D N U ¢� o U O� W Z W� N = �a 0 10 m0 gLL Z N � CL 8w � g� O U a mw W � �c 0W � � iI� 3 rn m nL W `° � a C m O O O T CO o E Z T E H N Z a v -J ¢ o -J JOB NO: 20-0552 SCALE : AS NOTED SHEET NO. C S 0 v 65'-0" O A 0 H.B. S3 EGRESS EGRESS rA S3 TYP @ 1 STORY 00 c' \ 1 \` 00 21'-2" .00. - N 16" DEEP IL Lu �o F T C G 62 6� 10'4" - ^ 10, 44" m 0 � 2--4� j i I (� FIBERGLASSa SURROUND I I 11'-0" RANGE: _ KrrCHIEN<:, B 5 32 VAULT. C G. 2,_ ■ r L `O CAFE I c �' VAULT. CLG. PATIO CARPET I o 4'-0" 11'-7$"1 N p N ? � Q > C) U I I I - - -1- OPT. REF. I - r r BEDROOM 8'-0" CLG. CARPET 5068 B.F. 8'-8" BEDROOM 3 8'-0" CLG. 2 CARPET q 5'-4" I ' 00 U)o Z N AtD - 14'-6" 2■ o '- �� 8- C G. ILE I ® `6 I 5' I BEDROOM 4 8'-0" CLG. CARPET 4068 B.F. 7'-6" LM =(n O WW A �� W N O 1 SI K w/ ISP �- -� D.W. i o o L___J _ _____ _ _ _ _ _ ] o 1 - - - - - _ I I 6'-10" 4'-7" I N 1 I I I 23'-8" 1L, V R&S ----- N 2668 HDR AT T-4" T-10" 7'-8" 10'-10$" :- 2668 I Too N ir> ------------ R&S I -4 6" O N rA S3 TYP @ 1 STORY YL I 2:12 VAULTED CLG. ' I I'FAM I LY RM 9'-4" CLG. CARPET 1 Ir I `� I io I 4,-0„ I A O I 3068 i ENTRY 8'-0" CLG. Air o 4 �, 9'-4' CL T I 0I 5'-11„ `� R.A.G. AHU T." 60"x36" SHOWER (3) 2x4 #2 SPF wl K DTT2Z @ BASE S3 t =- --t 4N wall ilx Qi I i' 1t1 11 1 1 I 11 I t_ K S3 EDGE OF SLAB 2" BEYOND WALL 20'-O$" CC D S3 S3 I I NOTE: FINISHED I I I WALLS TO BE I I FLUSH. VERIFY IN I I �C7 FIELD. I I I I I I I I I j O I I I I C, I I I I I a, I O I I T I I > I X I I I X I I 1 a 00 _? i 8- C G.. ILE _ OPT. D OPT. C G N S3 I 17' " (3) 2x4 #2 SPF w/ DTT2Z @ BASE SURROUNDS N c) - - - - R&S - - HAN ON BOX @ 36" A.F.F. DRYER VENT THRU ROOF 2668 7'_8■ �w 2 68 5'-j8j 3' 10" '-1 3' -0" O-8 A ma - I N T I SUITE 8'-0" CLG. CARPET j W.I. C. 8'-0" CLG. T CARPET u) crOWNER'S 2 CAR GARAGE 8'-0" CLG. 2,-6„ BUILDER TO PROVIDE O APPLIANCE W.H. _ PROTECTION N WHEN REQUIRED PER FBC 'I I I I I I I I I I I I I I I I I I I I L I T - - - - - - - - - - - TYP @ K GARAGE OPENING B '-0" CL . 5-SH k 6" DPT 0����/J - 0 ---- R&S _ T 55'-10" H.B. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 314" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 91 /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 71/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 i S.H. 13 20X38j 18JX37i S.H. 14 20 X 50 j 18 J X 50 S.H. 15 20 X 63 18 J X 62 i S.H. 16 20X72 18jX71j S.H. 1 H2 27 114 X 26 26 X 25 S.H. 1 H3 27 1/4 X 38 j 26 x 371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 11-16 27jX72 26X711/2 S.H. 22 37 J X 26 36 } 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 J X 50 S.H. 25 37 J X 63 36 j X 621 /2 S.H. 26 37 j X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 J X 25 i S.H. 33 54 X 38 j 52 j X 37 j S.H. 34 54 X 501 52 j X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 j X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE FLOOR PLAN - ELEV-Al SCALE: Y4'=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" �A +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 O +26.6 / -28.0 O +26.6 / -32.2 OG SEE SN SHEET 1/'"�JSEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED, THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND [IIIIIIIIIIIIIIIII - -: TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING r, (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) i 1l1l11lII/ 1//l 9- W N•cc \,` . . ri 0 • 1b To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a m 8 V g N . N S& U LL M - M I y R' a _NLL W 4 ii a- a W p Y _Z _ C (0 a' Or W :C C N m 0]0 p 'EET_rn �o�g un Noa'Oy N Q M Z U J W 06011 ❑❑ 0 z z g M tl N N - W � U 0 a W tN 0 _U „ 8 _ 0 CD c Z CM M a E =o o' f_"� , Z• m ~ O $g o ap wa 00 M. az z p r6 N L o 6 m g to c C U O gz z y= q r�if O o� Q W o 1.) WQ 3 a C NLL a ;o O -k a= 3 co E L M O CL C m c� 2 v// 2 � CD T T / m n r M T- N N 0M Z z = E O E r a; 'M c a. 0 o � JOB NO: 20-0552 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES /7// w DC MEDICINE CABINET o0 O; LL; O N M M M M KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER (V FIN. FLR. KITCHEN I 0 co 4 tV O OPT. REF. KITCHEN MIRROR �a OWNER'S BATH BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. TOWEL BAR a ON BATHROOM WALL SHWR. o _ C7 VALVES w = = o 1 CD 00 O SOAP co DISH � C7 � -' o U in 1 LO 0 0 0 d' c0 9 CM O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY OWNER'S BATH 0 i0 INTERIOR ELEVATIONS 42" H UPPER CABINETS —� 36" H UPPER CABINETS - 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY N. REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED - COUNTER TOP CABINETSW1111 H BASE 00 C UL in d 1 O 2x a 19 00 FRAMING 1 /2" GYP -1 BOARD- 7— FIN. FLR. - - - - - 2x P.T. SHELVING _ CABINETS - ISLAND COUNTER SCALE: 1 /2"=V-0" III O CV N FIN. FLR. 1 ILJI I J J% CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=V-0" 1 ```,�z,OwN • �, • 1 P r��1s//����R O F E S $\o ���U!lliillll To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentiai Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H v- E _g$ Q 9 Co dim O O .�.J°'� LJLJad '� to tY as u- 0 a Y /p mo 19 4 r- & tYO� m0 o _ 2 E m 6 J o a co ��N a�Z Q5 000ILW W z C m Z � Q rl � M l6 N^W ' � o _ LL Co W H 4�0 N c �N U m O ® = z -_ U 0 Q o- E -0 Z® Q o U U C a 0 XU 00 �$ Z of N H�<or< °do 01 wZ �8 g� z J D Z O aZ U � Lok _ o N L f0 Q- C CO o INT• 7— 0) T I O r _ � E m M ` r N o Z Z E O I E a; f0 a ci � ¢ o JOB NO: 20-0552 SCALE : AS NOTED SHEET NO. 2 �7I ,7"4 1 1, 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 14'-0" RIDGE VENT 12 5� 12 �5 ------- — ---------------------HEEL 12 5� F4 — —T.O.M. — — — — HDR HGT. TEXTURED - CEMENTICIOUS o� FINISH ON C.M.U. ED (TYP.) 1 — F.FL. FRONT ELEVATION — Al 12 SCALE: 1 /4"=1'-0" 15'-0" RIDGE VENT ---------- -------- — — 1—" '-0-------------------------------------------------------------------------------------------------------------- ---------------- TEXTURED CEMENTICIOUS 01 2'-0" FINISH ON C.M.U. TEXTURED (TYP.) CEMENTICIOUS FINISH ON C.M.U. (TYP.) LI/ ------------ I--------------------------------------------------------------------------------------------------------------- I]----------------�----' LEFT ELEVATION — Al SCALE: ,,a.-,..o. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 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/ portiand 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. `�\11111111 i tll l/ll Q' ; f NS •'•ter rLro d � CO �1 RInOFESSNO \` 1111110, To Bte best of the Engineers knowledge, infonndon and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineers signature and seal is only for the structural engineering potions of the drawing pages bearing Engineer's signature and seal. E 8 r 9 chi 0 tll CS N LL 2,-- w �LLLLaa yLL - of M W 1 rN d' aiaiidW Wo >C_ a�x Z _ a `� °'� o o Z.123 0 19 W 2E9 Jo�o ILCi N 13 z 66 ❑❑❑❑ W Z N"M� Z J d QXN LU OLaiL 0 C U m w U c • Q CD f� 20 z M LL `E E 4 sl` `z—p Q t- 6 �� �U pa ❑U z N &z �8 g o� WZ Wz � gU� N O 0 �o g zc N J y �p � m a1W W WE � W -Z r { S g U az W 3� �z �G O wiCO S5 .5 U3 dN.' _I ui is o 0 ^L` W > r _J O T T E m r M 0 N o Z Z E H d m U J Q 0 9 JOB NO: 20-0552 SCALE : AS NOTED SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. 6" FASCIA IV (TYP) TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) F.FL. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 15'-0" RIDGE VENT 12 5L,<� —EXTENDED OVERHANG T BE CENTEREI ON DOOR 12 5� 4' 12 �5 REAR ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1 /4"= V-0" T.O.M. HDR HGT. 0 bo bo tD F.FL. 12 ;�5 RIGHT ELEVATION - Al SCALE: 1/4"=1' 2'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH'"* ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. ``\``�Ol111N111/11� (` fp :-- V •� �� •: /',10/11 ROFESSNO0��� ����/off I1111111�`�� 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. p,p_i8 V rhr- cV C b;; u- W C y ° 0 :3U . LLLLaWa NC"Iw'y� S j C LL a- Wa Y Z ayCM 0 ix o _ o 0 a:m 0 1q C' _5 c E co IL _J Z CV O QG LW N M Z U J IL W C9 z � z z g N z . � by O � � �I O w M a E s E o ca O E = QQ X U U d� Q U z N� w Mo Zo 'o z j C - C J UZ NO " 0E >Z �i W h a 3 Q3 8 RZ U 'oLL O ¢_ � p<� 2I6 U ui rn m L 10 0 n' \W a• m (.0 rn CF) r /�\ V/ •� T T _ ' , Rat)^ E W M \ 1"' iri N d Z Z E Q h t— W a v ¢ o JOB NO: 20-0552 SCALE : AS NOTED SHEET NO. 3.2 2" VARIES 1'-101, 1 CAP CAP 2" *NOTE: ci FOAM TO BE USED 1" RADIUS M ONLY WHEN = 1/2" RADIUS io REQUIRED BY ^ - 3 1/2" RADIUSIr COMMUNITY N co SPECS. IF NOT, � iv 3/4" RADIUS i CO DETAIL TO BE 1" 2" OPENING VARIES 2"_- BUILT W/ STUCCO, 1/2" RADIUS N EDGE OF 1" OPENING VARIES _ o �2" VARIES M 12' VARIES fV -,N 1" 1'-0" 1" 1 1/2" RADIUS T 4' - 3 4r 2 1/2" RADIUS " N a m ZD N iD A �� —oS' v = VARIES 12 32" 11" 32" 3iv `° BASE BASE �iN ' 2 2 • T 4" 4" 4 / • 3CV 1�■ *NOTE: VARIES 8" 2" FOAM TO BE USED 3„ ONLY WHEN REQUIRED BY a ZDE COMMUNITY 1-6' SPECS. IF NOT, 1" OPENING VARIES 2" DETAIL TO BE 2" 2" ' ZDE BUILT W/ STUCCO. EDGE OF � 2a ' OPENING T 6' � 1-1/2" THICK 1-1/2" THICK 4" 10" iv 10" 6" _ 21" N 4 � b T (� c" = 2" 4" 3" 2" 2" ii w _W " N ix co > j / 1-1/2" THICK 21" 32" a 2'-4" 5. 1'-4" 3" CD 1-74 ii')a I I z VARIES VARIES W _ 122"LI� Q M -f • VARIES VARIES 4" 8" 1" w0i r r " ---____-- _ 6" 4" KEYSTONE F11 b KEYSTONE F11 00 N i OPTIONAL OPTIONAL ;0 _ I '4 iD i tS� (L3" 1. 4" GARAGE DR. OPENING 4" ' 4" WINDOW OPENING 4" 2" 3 NOTE: • INSTALL OVER STONE, TYP. ' VARIES : • • FIN. TO HAVE AL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS —.9 ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH12 2" 3'-8" 1'-64" 4 • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-12" 54" —� 4" 3'-0" 4" 1" 10" 1'-4" 10" N O T ` CD 00 A%t 4. N 4. 1" 44 N _ r Rs� (V io c� r i(e 1" 'Q�p. _ GENERAL NOT ES. • 1.5 LBS DENSITY STYROFOAM "v • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH N O N t` N O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings com* 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. 1" E tp C�pp rn� $ N cc,O O OF JMNn # LL�� 10, LL d 1 (n N N M �CLL a: 0 W Lu d O Z_ A 8 0: F " 2EcP mwo m jo�5�� _ _ ILW Acr)'�in N a D QO�g Z Z U H J U ❑❑❑❑ v N z z J M d N N z � Cn LLJ V � pLLJ - ® U m LU 8 _ = r. 0 Q � w Z M Lj- E o� za s >o z0 Q Z O E: U N V �< how oyn D O � o� ao �d J ry C Y U m0 ON Z >2 �Z W ID S� SW yLL CO �t ila a x 063 J �N rn m f0 0 nL' W m v— T ■� T J 04 04 d' m r r M H N o Z z E O B *— m a J Q Q c J JOB NO : 20-0552 SCALE : AS NOTED SHEET NO. F 1 � ..li L,mi� J�1�LJ.� .. t. .:._.l I i � t„ . _..a.l:. �..i..i:: �: ,J�.I�.YrIL..;dlll�,..�i1.. ,�. - u ,, 1 - � -� — - - ��-..�L:...b�� �� _ ,.L� :�_=�� �1.�.�_. '�1E1e11�4 ' 1L:` �rJLt■ ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PEfF DUPLEX OUTLET ABOVE COUNTER �I@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 �4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION tOr ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PIE PUSH BUTTON SWITCH (OPTIONAL) i0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) �-a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER MIMI ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN � I CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN A9 (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 10 x14 copper to Nghts 3 outlets NEMA 1 10 x12 copper to 20 amp ckts 200 AMP 01 x10.2 Copper to wH x10-3 copper to Dryer METER n r 2/0 or 4/0 SER Atu 200 amp 150 amp 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. WP DISC. GFI H. DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnn ono Cocrlo RECEPT. FOR ALARM SYSTEM — V Cntr r tY1C t Gn LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-Al SCALE: %4'=1'-0" 0 0 N N 0 To the best of the Engineers knowledge, information and belief, the skuctural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H E �$ N N co u t 0) •> LL LL LL It C (n a y W aWW g'r` a�aY >� Z 0ai 0 0 rn 0 — Mr- r m m 2E°'O' ¢c �Sg0 W Z A R M Z a OIL J 2 W z z z g Cn LCP L N ^N1 W M ''Z^ V LL �U 0 N � N LLJ c E '® U w Q � w M Z ° rwi E E EA °� R <N Q E E V k� X U °< WM Y0 V gZ O CV gi g WZ f10 � C o Y m O 0 Zt�i Z ab �Z N 8 U a= W Q 3 W LL 0 y W �k o �� �� �I= �o co A v3 a, 9 1 � ^L, W Q 0 r O CD Lo v n r E W 0 r M \ i6 (V c Z Z c E E a; `m c a. v _j ¢ o JOB NO: 20-0552 SCALE : AS NOTED SHEET NO. 4 W . ,.. 1 . 41 A I L. ALy .. I _ ��.1_L1 .I .—I� 0 J LZ a N N n 0 a rn N N a ATTIC VENTILATION CALCULATIONS - Al (TRA) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation ( See Elev) required needed required soffit by upper needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) `"NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. 1!:Q ROOF PLAN - ELEV-Al SCALE: Y4'=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. txtenor uovering 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. I Attic Ventilation II Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by save or comics vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA /UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. O aw \````%N 9�g ' F. � •••: V i �T . F LQ 4 .. /;?/'y, F SI OX% SRO E S ��frrfntc�t� e 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. H E o�g8 V MN04 W LL' U. Lo C�Cy J J N ,�. M 0) W -r U. J a a di 7 u_ N LL 4 � a wa y z -0�°' C W •r- �m a�pG W rn 2 ¢ a o Z N M Z Q 0 UM z °� ❑ODD W C9 z z z g J C) d N z ? � ■U G0 — w r-- Q Q cfl M 101 -J w z Z0 Qa H rd UD 7 UU Z O E O � ap zp �z J r0 �CoLL O z N O 0 W 2 � g� aZ o C)0¢FS=S- �va 21 0 � 2W¢ IQ U S J �N L > • �•- Q � o O 0— � m C(O g O7 T J �- OLo E Z E OT E a7 a U J Q J JOB NO: 20-0552 SCALE : AS NOTED SHEET NO. 5 L..., _ _. n. = i-. —'L L-L 1.111i1,L 9: i.E,. 1 1 I _ 1. , I., - _.----_- -- • -ll.. A � AIL L-.- _ - , . - y 1 Lt. ALLA."L - - -- - - - - - - - - - -- - - a rel, .i. :. : :. L , ,ice v •iu -4 -1.Y C c d 9011 H.B' 5'-0" A TYP @ 1 STORY S3 U.N.O. 65'-0" 6'-0" t. S-10" 1. 2'-10V" . 5'-11 5'-0" 5'-4" ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■co ■ ■ T \ \ 11 fl ■ -3 1/2" \ \ I \\ 1 co I \ \ �,- SINK / DISP - - I :: I :: l 1 co 11 I \ I \ \ rr ----- ; ; 0 111 A c U) '�' L \\ I I D.W. 1 r I \� \ I L--_- I I I CHASE TO IS D 0 1 I TYP @ 1 STORY U.N.O. STEPS AS ■ \\ PROVIDE 1 Y" RECESS \ \ CJ L _ _ _ _ _ _ _ _ _ _ _ _ J CJ OPT • T �� CJ ; CJ-1 ■ REQUIRED FOR SGD. REFER TO \ \ REF. ::: '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: : '.'.'. ::.' :: 10'-104" I PER FIELD MASON'S SLOPE FOR \ KITCHEN ISLAND �q CONDITIONS I WIDTH \I� \ LOW WALLS INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO \ W/ (1) #5 REBAR VERT ABOVE SLAB \ :::::::::::::::::: :::::::::::: ......::::: ::::. ::::::: . ■ ■ ■ TYP @ ALL PLACES SHOWN I \ \ 10'-0" TOP OF CONC.I PAVER T BE 4" ■ (2) #5 REBAR HOOKED FTG. DOWELS 5" EMBED ( \ \ \ HVAC CHASE BELOW FIN. FLR. 4'-0" 4'-4" 4'-6" .01 VERTICALS w/ in W/ 25" EXT. ABOVE SLAB "GRADE 40 \ „ \ \ BASED ON I STEEL PROVIDE Yz" 9" SLOPE , I FILLED CELL \i6.� LOCATION x I \ \\\ I RECESS FOR FRT. PqOR I L _ I \ \ 2'-6"x2'-6"X1'-0" FTG 'n ( 4" S3 O = 25'-101 8" \ \ \ \ 9'-51 a" W/ (3) #5 E.W. I 4'-4" to \ \ I - - - - —I-I- - - -�I�— - - - ■ o CJ TS3 CJ \ � \ \ \ K I CC (2) #5 REBAR T � °Q TYP @ 1 STORY 3 \ S3 I '- U.N.O. VERTICALS w/ in AHU I FILLED CELL I _ 2'-6"x2'-6"X1'-0" FTG W/ (3) #5 E.W. G S3 I I N _ r �.� ~ _ 1 ; �� ; -3 1/2" OPT. D PT. = 3'-5" I 7'-1" 2'-6" x 2'-6" x V-0" W/ (3) #5'S E.W. (2) #5 REBAR VERTICALS w/ in SLOPE I ` I FILLED CELL _ �� ■ .. ......... I ' — -1 I .. .............. O — _ _ . .. _ �-___-_-_ = 5'-3" 1'-10„ 3,-0„ I O 104 , 1 r ■ CJ — I I CJ . ;: — CJ to 0)• 3-1/2" MIN 3000 PSI CONC. I 2'-2a" T-10" 1'-I " ' EDGE OF SLAB 2" ( SLAB FOR HERNANDO ; BEYOND WALL I COUNTY ONLY I J cv 3-1/2" MIN 2500 PSI CONC i K o S3 LO SLAB OVER 6 MIL VISQUEEN I I I S3 I VAPOR BARRIER '- T 35'-4" r 20'-6" BUILDER TO ■' 0'-0" I I ; I PROVIDE 1 (2) #5 REBARAPPLIANCE I ; ; I in I 4 -0 12'-1" ' O PROTECTION FILLED CELL ED CEL W H iD I WHEN REQUIRED � �-----------I— � � PER FBC --- ,• -- -- -------1-' — — -- — ------ 5'- A S3 TYP @ 1 STORY 6'-438" U.N.O. s 6'-0" C-Wll H.B. T-1 FOUNDATION PLAN MONO - ELEV-Al SCALE: %4'=1'-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 LU a N CONTROL JOINT DETAIL SCALE: 3/4" = V-0" 45 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" owtv, ti J�yvN % G •• ����,rfr��Ro(ftttttt , `` t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N8 Q pp pp{ O - $ N O to-N �N t`O 10j (» JLL W W � LL N LL t1 d V1 M W u� c d = 11 3 13 vvaj� J. W. OM 0-J. 14 �E04 q)m Joao U0W N M Z 50J Z U ❑❑❑❑ W Cq M z N C'1 a N U) N z LL Oro LL, � U 0 N A UA05 `I _ U • Q s vMO M M i W z W S E � wo >R ao E 8 o U W a U� z ~ o O fV oa �� ai �0 err O< ai C� <o mp Z C Y Z LL 3 S o W 3 3 .0 oz yW O <� CO il< �O x U c$ J �N a; L `0 •> It .-•. ' O G A`) m W T O O Ew C) T o Z C E v, T— C a U J Q 0 J JOB NO: 20-0552 SCALE : AS NOTED SHEET NO. 6 UPLIFT CONNECTION CROSS-REFERENCE SIMPSON STRONG TIE I USP MANUFACTURING, INC. Q CONNECTOR SYP SPF FASTENERS CONNECTOR SYP v^r^V11 SPF FASTENERS 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 HIZ5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H 10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1 /2% 8-10d H HTT4 3610 3105 5/8" ANCH. /(18)10dx1-1/2 HTT4 4215 518" ANCH. /(18)10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 518" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 518" ANCH. 3/4" STUD BOLTS TDX6 5350 -- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 -- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** -- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 31/2" 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 990 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 112" 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) 518" 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" HITS 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 1 1010 605 12 -10d SPT24 1090 12 -10d HCP2 1 590 555 12-10d x 1 1/2" HHCP2 680 570 (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 (A) OR 2 PLY :ARRIER 1-" CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 80. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 �y Cq�RIER 02 x P T LEDGER �A) STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS a SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4'=1'-0" M ( �• G 6 0 . U CEO.�O F�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 - Residential6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. = �p�p 8E Go OOO - N N iL OY M N fV C LL LL MLL J -'L 2255 LL J a N N fh 2 w LL 0 555555 a w > g' i� a Y 0 Z �COM W o ma;9 �0O0 W W o mo�'O m��= �E�rn �oa� �" LL v- N Q O S$ 04 Q M Z V z F J 2 ° v ❑❑❑❑ W U R vz Q v rl Pt 0 z ;R o C1 -J U �N lJ o a 0 - _W w N �� •- E U m iA U 0• Q �Q C.0 w M L i 0 Z� zM i Y 19 a. E Q E v oLL ZO (0 oa oa Z N ¢¢0 �� f0 co C J 0 u Z >Z m 3 W c� 3� 8Z WLL LL �W JO y << 0 v .0N � M L M •> d' � T �--� 0 C m / Z r O 0) T N T E M ` N c Z z E 0 H ci m a U JOB NO: 20-0552 SCALE : AS NOTED SHEET NO. 7 �j!•ill0ii lW�i���::1lIVI�YI�lililGlJ�IlildlliJdJ AL '_, J .. -_ —_— I___i+YII: ►.U.I:JALliliil.JlYl�.jl GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verical (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 0 0 0 0 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T © © 0 0 0 0 0 0 0 0 8RF14-16/iT 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T 8F44 1B/1T8F40 1BAT 8RF400B/1T 8F321B/1T FORM & GROUT SOLID 'v o w �U 0 /5 BAR CONT. 8F12-1 B/1T O 'V' LINTEL DETAIL SCALE = N.T.S. EEE E■ ! ■ ■ i i C C C Ee • • • • 1 1 _ E E F s = C c E c E C `e ■ ■ 'e E €E • • • • • • • • • • • • ''''1: 1 ••: 1: F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16— B/1T a tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS 1. c precigMintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl 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 MIN. ATTOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° d Od d ` ° .M.U. #5 REBAR AT TOP A' d GROUT MIN. (1) RECI'D ° Q ° D 1-1/2"CLEAR d ° e o o °. m ° 4 C.M.U. d 5 REBAR AT U) = — U) i j BOTTOM OF UU)) z w — W rn 4 o LINTEL CAVITY o 0 w —BOTTOM O¢ d O Z REINFORCING PROVIDED IN LINTEL Q ¢ U in J Z� LL O tr w ¢ w � C D i D <1 °, 0° #5 REBAR AT BOTTO AS INDICATED 7-5/8"ACTUAL ' NOMINAL WID H (VARIES) v) � ¢ o. e LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers 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 OF 4'-6" LL 4'-6" LL O 5-10" LL LINTEL PLAN - ELEV-Al SCALE: 14"=1'-0" E7:=t�ii �.,. IS. cm U " C� 2 F L. O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages beating Engineers signature and seal. a 1- E 0 8 i s �tO 0 (0 11 N C ED N LL N xk m Q:"N 0) LL u- LL fL IL N M w ii a w wai j n- Y 4 tC0 m m C W Z IL i E VQrNi2 5 W Q O 5 i N Z ° U E: W C9 R Z N Z Z � J t7 d N U) z C1 (1) �N _0 LL 4—J (� cn � w U � Ow V) � c �N � ' U 00 d w �— m E O $ _® = ai U $ c U' m o • 0 Q Cl) w Cl) M ZO it 2 0 f Z up I—� O E O < ap 0 ¢ aZ N I t w i ado ao wZ m� o� U OZ 2 U) 0J JW " m Q W IZ N d It pg Z O dU �W W h'Z CZ o ;2�o x co ila a v0 3 .2N � 0 W > r, Q o O F_ m = o 0 rLO � r tEa :3f M 7-- iri 04 c Z Z E O E r SI c a U JOB NO: 20-0552 SCALE : AS NOTED SHEET NO. 8 --- - - - - -I NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY S 0NSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2, DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3, GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL (WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1.1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEMS ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C4-P CONCRETE FORMED AGAINST EARTH: 3• C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1 Y" GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-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) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 10THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NONSELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider for and need re -inspection and trctment 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. Imgation/sprinkler systems including all risers and spray heads shall not be installed mgthin 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 - Sal disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of sal after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If rpinf II occurs before vapor retarder placement, retreatment is require 9. FBC-R R318.1.5 - C ncrete okerpo and mortar along the foundation perimeter must be removed be ore extenor soiitreatment. 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 control company before be issued. pest a certificate 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. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. IV 11,6 <•Jp• 0 ,O� r= �'•. �. •,, F 1..Q� • � �� N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 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SN a d CD J in O I N a rn s 0 J L0 0 I N c 3 a N N a E x oil O U 0 N 0 U i z I Y i 0 J a� tZ N N n S 0 a rn N N a W Cr ii ROOF DIAPHRAGM NAILING SCHEDULE FILL CELL STD, 900 HOOK BOND BEAM RIDGE LINE �,11 J Q + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + t + + + + + + + t + + + t + + + + + + + + + + + + + + + + + 4 + + '_0" (TYP.) + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + c + + + + + + + + + + + + + + + + + + t + + t ip + + + + + + + + + + + t + + + + + + + + + + + + + I + + SIMPSON MGT w/ (22)10d t w NAILS TYP. `GIRDER TRUSS > STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR 2X TOP PLATE #5 CONT. 5/8"0 THRU BOLT FROM 1L/32" CDX FOUNDATION p PLYWOOD OR TO HIGHEST 7/16" OSB BOND BEAM BOND BEAM STEP 2 X B.u.c a _J RIDGE LINE 140 MPH (l lt)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE SCALE: N.T.S. SIMPSON MGT w/(22)10d 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & 2nd FLOOR NAILS TYP. + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE INTERIOR/EXT WALL SEE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER PLAN FOR MORE INFO RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER CONT. BASE PLATE 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH BEARING COLUMN TYPICAL SIMPSON MGT TO SIMPSON H ETA20 / HETAL20 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER SEE PLAN FOR REQ'D PLYWOOD FLOOR INSTALLATION MID SPAN 21NCH NAIL LENGTH 21NCH NAIL LENGTH COLUMN AND SHEATHING PER PLAN BUILT-UP COLUMN DETAIL @ FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED CONNECTION TJI TO BE CUT TO ALLOW NOTE: NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. FOR BLOCKING/TJI 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. UPLIFT VALUE 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS MASONRY WALL A "1 0 IS BASED ON OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. INTERIOR BRG. WALL S.P.F. TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOORSTUDS � LOCATION OF above to bearing below. ' SECOND H10A = (WHEN DOUBLE JOIST CONSTRUCTION SECTION @ INT. BRG. WALL ! SIMPSONH10A ff REQUIRED) r Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel 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 ,Hood 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 N.T.S. : ; w/ (18)10d x 1 1/2 (Not required if both loaded equally from above) r NAILS Filler blocking x ° / i 1/8" min. ) Small gap 2" min. UPLIFT = 1015# 2" max. 4" max. 1/8"gap Web Stiffener Fastener Schedule � Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max. % • CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o c clinched when possible Stagger rows from opposite required when indicated or Joist aring Location Series Depth I End Intermediate ®-8d l BCI 5000s 11-7/8"' 2-8d 2-8d 3-8d 14" 2-8d 5- BCI 6000s® BC16500s8 9-1/2" 11-7/8" 2-8d 2-8d 2-8d I 3-8d 14" 2-8d I 5-8d 16" 2-8d I 6-8d BCI600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 1 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d TYPICAL SIMPSON LUS/NUS/HUC INSTALLATION TYPICAL SIMPSON H10A INSTALLATION 4" MIN. EMBEDMENT SEE SCHEDULE FOR O SIZE AND QUANTITY O O 6 OF FASTENERS O 6 6 6 6 66 OF THE JOIST ASA REQUIRED LEAVING Y8" GAP TOP sides b 6". - Hangers with side nailing. 6 6 6 @ Y -Hangers with sides not containing WEB STIFFENER 6 top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads u N.T.S. higher than 15001b. ` BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900plf 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 ring walls when load bearing - for lateral support when joists Load bearing wall must stalk meet over wall, or wall stacks directly over wall or 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 � I When joists meet over wall, provide �1/16" 13/4" minimum bearing for each. I -Joist can be offset local building ear code for appropriate up to 3" to avoid PLUMBING LINE details in One 10d box areas=20 of high or--20 sinker vertical plumbing TOP (2) #5's x 4'-0" CENETERED @ PIPE PVC OR SCH40 SLEEVE lateral load. nail each side � 3" max 10'-0" 7 op at bearing• JOISTS OFFSET A/C CHASE 4" PVC- PENETRATION TANK -LESS W/H �' N.T.S. SLEEVE THRU WTAEM d d a < < A Provide adequate bearingLL .. CORNER OF for each lapped joist. Use 10dx3" blocking panelllNon-stack ngall walls * = - joista ffl,7HO ME H C G 10d nails require additional consideration. oo GARAGE SIDE 0 O O Squash block SECTION INT. BRG. WALL FINI GRADE@ I (2x4 minimum) _ _ 5'-0" 0 o Bearing wall, Versa -Lam LVL or N.T.S. STUB -OUT FOR O o o ;n Glulam Beam GAS METER ' � U O r- iv = NO HOLES (EXCEPT — SEE FND. PLN. KNOCKOUTS) ALLOWED MINIMUM SPACING = 2x GREATEST Backer block (12' wide min.) IN BEARING ZONES p DIMENSION OF LARGEST HOLE Nail with 10 10d nails. - SIZE &REINF. (see table below) (KNOCKOUT EXEMPTS) D Install tight to top flange. SLEEVE THRU STEM — \--G" BELOW PIPE VERTICAL THRU FND. • MEASUREMENTS ARE FROM FINISHED FLOOR (see table below) ��� �� � • .' T GRADE • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER DO NOT cut, notch Joist hanger SEE PLAN FOR : < a . • � a • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER or drill flanges FOUNDATION INFO ❑ :� = STEM FOUNDATION ' PVC OR SCH40 SLEEVE GAS CONNECTION DETAIL GRADE TOP (2) #5's x 4' -0" '*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"* 6„ A 1Yz" ROUND HOLE MAY 6" 6,� DO NOT CUT HOLES Filler block. REINF. SEE PLAN CENETERED @PIPE BE UT ANYWHE IN CANTILEVER LARGER THAN 1Y2" Nail with PENETRATION PLUMBING LINE THE WEB. PROVIDE AT ROUND IN 10-10d nails. _\ F LEAST 3" OF CLEARANCE CANTILEVERS. ° a a d Balker block required where top .. �� FROM OTHER HOLES mount hanger load exceeds 250 lbs. *'A d MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1X" Install fight to top flange. RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" 1 SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" 1 SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. V-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. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING 8 V-0" V-1" V-2" V-2" 1'-3" V-3" V-7" 1'-11" 2'-4" 1 2'-9" 3'-2" Any 16" joist 12 V-0" V-1" 1'-2" V-2" V-3" V-9" 2'-4" 2'41" 3'-7" 4'-2" 4'-9" Span (ft) 16 V-0" V-1" 1'-2" V-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'4" 6'-4" 7'-2" 20 V-0" 1'4" 1'-2" 1'-2" T-0" 3'-0" 4'-0" 4'-10" 5'41" W-11" 7'-11" W-11" 24 V-0" 1'4" 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" T-2" 8'4" 9'-6" 10'-9" C 1/4%2" gap ? I� v a B-74 j SEE FND. PLN, Backer Block A/C CHASE 4" PVC (2) #5 REBAR SIZE & REINF. 'Top Mount" "Face Mount" SLEEVE THRU FOOTING NOTES: Backer block shall be tight Backer block shall be fight MONO FOUNDATION PIPE PERPENDICULAR TO FND. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS eb stiffner as TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF Web stiffeners are not required when top required if hanger CENETERED @ PIPE A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. flange is laterally supported by joist hanger. doesn't meet PENETRATION PLUMBING LINE 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height TYP. FND. PENETRATIONS MEMBER CONDITIONS. requirements d a a �' ° 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF SCALE: N.T.S. a AC THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. a 0.6 X Joist ° e depth — a a a ° a . 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE lY" KNOCKOUT HOLES TURNED WITHER a e 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 CALL 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. I -JOISTS BUCKETS SEE FND. PLN. HOLE CUTTING CHART N.T.S. SIZE & REINF. N.T.S. /V�l SE <i '• y�P mil, .� LID .,... "OF ESS10� ,\ 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. 14 # = W Oy c, p, N co N IJLLLaa Q �LL�J�21 W ai rn� SZ a Lu s W p c Z -0U 0 X o i W rS mmso �EO7O1 Jc�� O G Z N �Z U � 5 � A;z c'f Z U ❑��❑ W z z z g J a � �N z 0 Ul U w c = o g �_ I `I co Cl) o� w Z 14aE U_ i o so > a0 zo I— o E Q�� g V U0 a� W � 0U z N �o X� a , .� fi6 C� - as �m mp Z LL >� z N J y � atl g� o W Q 3o �LL a awU € CDw� JY �5 ;o a= _� ° J �N > d' m L 10 �\ > T C m T g, T .= T O T T E m T M \ y N c Z Z E O E r M C a U J Q p JOB NO: 20-0552 SCALE : AS NOTED SHEET NO. SN 1 J F 4 i (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. SN1 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA ' N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1 #5 CONT. FILLED SOLID W/GROUT �8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—/ 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN U.N.O. CELLS (SEE FOUNDATION 1x4 P.T. BASE NAILER FOR 4"x4" INSPECT 31/4" BASEBOARD PORT AT FILLED CELL MIN. 2500 PSI CONC. SLAB M AT GARAGE MIN PSI MAY VARY PER TO CUT BLOC MUNICIPALITY. CURB DUE TO CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH "FIBERMESH" BELOW GRAD c E_ v N , r .� e� - Z_ 6 MIL VAPOR BARRIER ; ,r• 1 � D•D • = r COMP. SOIL. e (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" 11'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INSU 5/8" OR 1/2" HIGHJ STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER --/ CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL FILL PLAN NS) ION H TYPICAL CONTRACTOR K OR POUR SLOPE 4" to 6" E OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB--� BLOCK WALL BEYOND 14"—]�O.H.D. RECESS 'T z e; .. 4-1 00 T SEE A/S3 OR J/S6 — 'LW I Fr I I I q FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR))/ V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE--\ (2) #5 CONT. ON 3" CHAIRS (TYP.) 11=1L=�1� BEIER., (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 z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 T WWF OR FIBERMESH eb. 1 8„ TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" FOR ADDITIONAL SLAB INFORMATION. GG S3 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR 5/" 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"°4/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. O.C.) 2" 0 3 1/2" MIN. a ° ° ° , ° ° a ELEV.4-3 1/2 z d a ° a d .. A.F.F. p 2x4 CONT. . LL CD 00 o e ° ° CV rr rrr P - I i GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY W/ (10)10d NAILS �„ r 2x P.T. PLATE �P ASSUMED FINISHED + ' GRADE MONO OR STEMWALL ° z FOOTING MONO SHOWN P D P FOR CLARITY __ D p o ° I—III=1 I —III —III —I I I ° III=III—III—I 11-1 I —I I Fi Z NOTE: p D° 1=III=III=III=III=III=11 g ° 1=I 11=I I =I I, *FOR BEARING WALL =1 I—III—III—i 1-111— W/ UPLIFT ONLY _ —_—-------------=1-=ICI1=I)-1 i—„�— l-1 11.-1 1 1 1 III I —III —III —I I f I 1 1 1-1 I FRAME WALL TO C.M.U. WALL CONNECTION K'D SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH 4" a e , a SCALE:3/4"=V-0" S3 �t GRADE ° (1) #5 REBAR w/ OPT. SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT N M SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS 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" 0/C EDGES AND 12" O/C FIELD. �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5l8"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) -SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM 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"016" PLATE WASHER (TYP.) FOR WALL HGT. > 8'-6". (ALT: 1/2"xl2" TITEN HD @ 24" aNSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 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 3 1/2" MIN. 1/2"(min.} 4" 5 1. 4" U.N.O. MIN. TYPICAL BEARING WALL STEP C@ SHEARWALL C "SHEAR WALL" SCALE: 3/4"=1'-0" S3 Qcs• SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ ,� M�NN�o 5 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT / \ (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL 5/8"" x 10" "J" BOLT @ 24" O/C W/ 2""X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR —� c E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE 60 M [GRADE 60 MIN. Fy= 60ksi] Cn A s 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARR;1ER C o s e. °Q — r #5 R 1 7/8" • z REINFORCING BAR — Jt..ri I AP SPI IrF= r.r ,• • • • 11�, Il';11.3f! 1 • • • - • • 11=11=11= III IC=11.=11= • 111-JL�11-11'-'11.�-1�� I ■ . •■ ■ �� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. " HOLD GYP. BD. 01 101, 1/2" FROM SLAB 0'-0" CONT. BEAD SEALM *— ¢ - • INTERIOR a. . a• : -3 1 11 CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE . � m M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8-O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6WlAxW1.4 N ' WWF OR FIBERMESH e . .� t K S3 ----- --�--- ' • •• •1 �• 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. > V-6". —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /,2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 \ / WWF OR FIBERMESH .11�•JL�JI�'JC�'1L�IL�JL'�1���'-r�L ■ ■ A I ■ SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE w o p U Cn IL — > g w Tf— s � — m (2) #5 CONT. =1 ON 3" CHAIRS 8„ 1'-4" (TYP.) CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4% 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 r �--'Ili H@Irq 8" TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR V RI 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ° SEE PLAN FOR &LAYOUT DESIGN • TOP OF BEAM o — _ SEE ROOF PLAN ;p c e a: A v a (2) HTS20 FOR STRUCTURAL BEAM SIZE & N Q' c CONNECTION INFO T 2x4 P.T. PLATE 7r16" O.S.B. COLUMN LOCATION co — •' • I I 2x4 #2 SYP P.T. FRAMING w/ - 1 �� MIN 7/16 O.S.B. SHEATHING SEE A/S3/J/S6 �� 8 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE j SEE TYP. WALL SECTION FOR ADDITIONAL w 6x6 P.T. #2 SYP SLAB INFORMATION. w W ABU66 SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'—O" S3 SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD E SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q' ' SIZE VARIES PER PLAN W/ MIN. (2) #5 VERTICALS - z ° FILLED SOLID (SEE PLAN FOR °O g GRAD = = a ° d SIZE AND REINFORCEMENT) c7 =1 =1 I ° °.=1=1=1 I=1 z� w o I=I I I —I III�1 I=11I�1 w O w Uj w =1 I I== Z /� BRICK PAVERS or SLAB PER 00 = =1 I I= • •14 °• _ _ z 0'-0" FIN. FLR. / COMMUNITY SPECS " — ° — — I I=1 —I I —I —I I I —I I I I I —I 11=111 = W III III —III —III —III —I 1 I 1=1 1=1 1= FOOTING -1 I—' BEYOND PAD REINFORCEMENT �1 1=1 1=1 1—' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN'� SCALE: N.T.S. S3 • �� NT hr U �� *�OF •F L o 40 ro liR©FESSIO� �\\\! 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 beadng Engineers signature and seal. 9E _�pp ppppCo Y .4 0 N lV v a 0 0 M N N co co LL LL C a) M J ac ui W :S -uj 2 u- LL a a a rn M N w 4 O1aaUY Z g,0. 0W° W.0. .24 C N t0 Q Q,i O iE�rnxp X. •j. CA � 2' O y IL IL N p NQcoz U 05 d < U ❑❑❑❑ W M Cn Z N Q d N V) z N C € -_U w � U � ' w 2 $ i . C CO w M p Z LL E oo Qs Q a E: c6 1—x� �� fU 9® °wa cr UO �o z CN L as z � 2 ro = C QQ o� �o mi F a ou >� zN (y�- N J Ri $a W a Uo wLL oz az �w O � z wa cois a UU� L 1O W � •> tt Y CU r � 0) r r J O ui _� CV)o ' rn N Z z = E T O E ai l0 c a U � Q JOB NO : 20-0552 SCALE : AS NOTED SHEET NO. S3 (MONO) r -- -LA_':1 - - - _- - - --- _ - 12 \(Np) SEE ELEV. ISIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" Ll SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED ❑ STEEL AND GROUT ❑ ❑ EVENLY EXTERIOR FACE OF BLOCK PLATE WALL IS 1 1/2" MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERj WALL ❑ ❑ ❑ FACE OF BLOCK WALL IS '0 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION 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/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER * ** * STUD W/ (3)10d NAILS PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN DOOR OPENING DOOR OPENING ❑ ❑EXTERIOR � ❑ A WALL ❑ ❑ ❑ WALL CLEAN -OUT SCALE: N.T.S. S4 ❑ID ❑ 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" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK-0UT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT MINI NOTE : lO 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. 2O 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 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9112" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a SCALE: N.T.S. --TRACK MOUNTING BRACKET \GARAGE DOOR TRACK a . POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SOFA OOw T�� �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -.0t 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 fOP 3 1ARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'-9- (2) (3) (2) (2) (1) LSTA30 9' A6' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER \—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� OR SIMPSON HTT4 TYP. �O U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL (*'Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12)10d NAIUS 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 O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dxl 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"1' K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL-- W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF • ' �. SPLICE STAGGERED " MAN 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ 4)16d TOENAILS TO OP PLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U rI 2x TOP PLATE co 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. SEE A/S3 FOR STAGGERED FROM BOT. REINF, INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° e • HTT5 wl (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)114" x 1 1/2"SDS (1835# SPF) ° e ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 0 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED Fc I J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING a I I 2X8 P.T. BOTTOM P TE C 5/8"xl0" "J" BOLT @ 24" O.C. MAX. B SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 10d NAILS 4" -NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL STAGGERED A 10d NAILS @ 6" O.C. / STAGGERED 0 o TRANSOM FRAMING 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) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN (2) PER BOTTOM n � d °a a 2X8 P.T. BOTTOM PLATE UU 5/8"x10" 7' BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: __j ri 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 litf ' i{{IlSS \� rL6� q"l\, [_ FLO ",0 F E S S �`0�`P !� t/trrrtttl� t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 18 E pp O a a t0 N iR O 00 Mom^ H � ib LL LL LL . LL u- d a yrnLL as WYp > c ty Y T. 0 c� �0o011 19 p W 2ETm Q�¢ap IL Z NaMz _ zCL 56001... W c� z C4 Z� J a N z � CD U. 4--J uj �v r'Q W V � O IT N W = o - 0 SO co M 61 w Z Q LL E = o o� >z z® z8. Q 116 E Q� -so y�0 WC 1z WZ wg �� N C �Q0 o m� Fp 9z z J a • g1 1z a3 CL omdGIs 0 co 05 t� 3 c, m ^L m 0 \W '= It i� x > T Q- ° O m r%% OICT T 0)— r— IT2 O T T � T E m th r 04 o z z E O .— o v ui m c a U Q p JOB NO : 20-0552 SCALE : AS NOTED SHEET NO. S4 �iid-.! .., . •-'°' - -• � - .1. Q dtdI,Akkkki., - i_ I,- .._ "-Al Al 1i.,l. SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (I 1 /4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD BLOCKING FOR —7 FIRST FOUR TOENAIL W/ (2)16d NAILS 2"x4" OUTLOOKER @ 24" O.C. BACKNAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL SIMPSON H1OA wl (18) BACKNAIL w/ (2)16d NAILS 1 Od x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES — OUTLOOKER 1 OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45° t 24" MAX. TOP CORD BLOCKING I 45'± 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H10A wl (18) FOR FIRST FOUR FASTENED W/ (2)10d 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 AT LEAST 90% OF WEB @8-4-0/C. ' EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ LENGTH (SEE TABLE) 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d I • • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO J 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" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4'7 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. . MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 W/ (8)10dxl 1/2" NAILS AT V-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" PLATE WASHER SIMPSON HETA20 W/ (8) O.C. MAX W/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 W/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"X21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 W/ (7) 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. Sj TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J r SEE STRUCTURAL ON SHEET S5 FOR " NOTES AND NAILING X-BRACING, AND TOP N SCHEDULE FOR CHORD BLOCKING go SHEATHING DETAIL INFORMATION CID 111/ ". 2"x4" CROSS BRACE WOOD TRUSSES io ;, ;0 APPROX. 8" FROM RIDGE FASTENED AT 2X4 RAT RUN BRACING 1 1 2" EACH JOINT W/ (2) AT 24" O.C. ON TOP OF t1? 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS40� ATTACHED W/ 2 -16d 1� 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE FIRST (4) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & O/C wl (2) 16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 1 4" D 7" LAG SCREWS ORE UAL SIMPSON H1 OA 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)10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS 2x BLOCKING BOTTOM ATTACHED W/ (2)16d TOENAILS 2X4 PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4'T' ON TOP OF PANEL SIMPSON H10A w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ "MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS r-1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'T' ON TOP OF PANEL 3 BLOCKING, FASTEN WITH 1063" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKT W/ (4)1/4"x1 1/2" BOTTOM ATTACHED w/ (2) 10dx3" @ 4" 0/C SDS SCREWS TO TRUSS & (4)1/4"x3"SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 W/ (12)1 Od 16d TOENAILS 2X4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT (SEE SEE TYP. SEC. TRUSS) STUD ) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. 15 SIMPSON H10A W/ (18) 10d x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE / IA. x Q 2x4'T' ON TOP OF PANEL) OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS . EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION BOMMON U.C. SAMENUMBEROF ROWS, SAME SLS. (ONE INTO EACH PACING) NG DE FACE OF D ) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24- O.C. W/ (2)1 Od PER JOINT iINIMUM 2x I OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 3EE PLAN FOR 10dx3" 0/C WOOD TRUSSES OCATIONS) 2"x4 TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12 6.9 MAX./ ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 I �. � •JI � � . . �II � �� `II°. a ° JI- \� v � . II -_� - � � • � �� � ' . °. �I .° °a 11.-• -' � II • . ..II• °° `CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 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" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"0/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) `BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA W/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION UNEVEN CLG. E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"0" SDS SCREWS TO PLATES (TYP.) GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. CC Ljj ✓,9c� cc CORNER JACK 0Y « a U w z o HIP FRAMING REFERENCE PLAN 0 z w a x 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ _02 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S51 CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. NU I It: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL a LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION `NNE ,.... • .. i� ro It- -10`�`���� �ftttftltt To the hest 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 �p Qp QQ4 eo�} N Nit O M N N u 00 U. W T to J# w W -9 0 91 0 4 uLLLLaa �Nm� w �- ai ri n Wa o z > = Y Dag W W _`ma19 mmoo or r� 2 c'a, ¢ a N O O y N M Z J z 2 000❑ W z 13 z g dCL C7 N N z U' u_ a ID L LU 0 W r`- tN �N c MCC CD M W Q LL E o H uo= E U aaU UO 'U z 6Z o�� W i C ZLL z J W 3 �m sw g z o U a W 3 T m w $ z x 0 � zIa U S' J 124 >� aT W U \qql '— i� > �"_ CL C in F_ a)2 r O m r M rl- N 6 Z z E O E m r w _ a U � ¢ p JOB NO: 20-0552 SCALE : AS NOTED SHEET NO. S5 1x4 112" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1x4 ( 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION , DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT FOR PROPER INSTALLATION MAX. 8 DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL CONN. ix4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. 3-1/4" LONG X 3/16"0 FURRING 3/16" 0 X 3" LONG FURRING ROWS 3/16" x TAPCONS -. FURRING (TYPI) ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO ISTAGGERED TA . & TAPCON @ 16" O.C. & 4" @ 16" 2X8 ` ' BLOCK@ SPACING „ 1 DETAIL 1 x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 `STD. JOIST 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRYTHROUGH 1� 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3 �� DETAI L ` STD. so^ 90° HOOK (TYP.) @TOP 8 TTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BFILL OTH SOLID CELDLS HOOK (TYP.) WEB NAILS 10d @TRUSS VERT. 3/16" x 3 -1/2" TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT L j METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL I EACH END W/ MIN. APPROVAL FOR CONN. TO PRODUCT 1x4 VIL _:J LAP SHEATHING TO DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CON/:7/ N. 2x8 P.T. w/ (2) ROWS 3/16" ' ` BOTTOM OF BAND JOIST TYPICAL TO PRODUCT x 3-1/2" TAPCON @ 16° APPROVAL FOR CONN. J 2 ROWS 3/16" x 3-1/2" () O.C. & 4" FROM EACH 1x4 FURRING — TAPCON 16" O.C. & @ END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2" NOTC FIRST COURSE ` SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS l Odx3" 2x8 ` INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL +5n NOTCH WEB AT THE FIRST 2 COURSES :FILLED ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATIONKH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.7.7 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 Ist4COURSES 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"SDS " 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT 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 1N THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. coNrAcr ENGINEER I RECORD FOR N O FURTHER INSTRUCTIONS. (NOTCH) SCRIBE NOTCH FACE OF ARCH W/ (3)10d NAILS OVERHAN �' �.; BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHO 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 RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD " DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. J USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ XOTO TRUSS FR TO TRUSS TOP CHORD hqN MIN. 4" EMBEDMENT AT 16" O.C. �F RC'Ty 1'-0" 5'-0" SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + Arf INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED ► ► „ INTO .) EMBEDMENT PER NAILING SCHEDULE ALL TO SUPPORT ° . ► /4 MAX 2,-0„ 8„ TRUSS + + SOFFIT • #5 BAR � . ►• . ► BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + p 1.0„ • �. ► ° . ' ° CENTERED W/ g H BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . ► ° •► IN TOP Q 1 X 4 FURRING I 8d NAILS EACH TRUSS '""' KNOCKOUT / N I 711 —I :; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B il, 2 x 8 VERT. W/ (2D NAILS AT FA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR �' tr ' MONO FOOTING •,. °:: ► A. AT EA. SIDE SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON BUCK - (1) WITHIN 4" 12d NAILS :7 SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON TI MIN. OF START OF TRUSS COMPANY OR 2x4 :► ° ► 2 x 8 VERT. BRACES) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL ° • DIRT 6 z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL •.•. •4 [fgSTANDARD SCRIBE (NOTCH) BACKSIDE �� 7l16 OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION a HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL �. �' • �. ' • �. 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4'MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") • • •, ` •, • : •� � BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 3112" TAPCONS AT 16" ,� INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. . %V . ♦ ♦ . ♦ , ' �' ,• ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ ENTRY KL SECTION @ ROOF EXTENSION M B-g 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. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3!8" PLUS OR MINUS REINFORCING. PROVIDE LOWER DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR INHOOKED 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 BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 a. PANEL ) g (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" a #5x6' EMBEDDED INTO EXISTING BOND BEAM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 61-0" EPDXY MIN. 6" EMBEDMENT & ` O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F 3"MIN. EDGE DISTANCE g FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP w 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 n o ► Uj a A REINFORCING AS FOLLOWS: LL a 1 " PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT ► e P g " PRESS PANEL REINFORCING INTO PLACE. " ` ' 6 MIN. LAP SPLICE W/ ° M #5x6' EMBEDDED INTO z g EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ': :,`:.: °:';.: REINFORCING PANEL ' a InSMOOTH. FILLED CELL DO NO FURROW. n , :° ` . <" DRILL 3/4„ x5„ MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE ►. ► ` . SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP : p \ \ O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 16" MIN. COVER EA. WAY 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 A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. _ SCALE: 3/4"-1-0 „_ SCALE: 3/4 -1-0 FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. •SE ••�''•.. e N .>rc O FLO '`/i QROFESSIO't � ,ell " 11l11111I Im " To the best of the Engneers knowledge, information and beAaf, 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. LoN 63 ID LL LL. ari .dM� �LL LLLLaa 11 Z � 100 W au(8 icon Quo i Ezrn a ZrO IL o rn N O y N Z U Z 060000 W c0 � z z a 13 N L z LE . �--+ •u C,0 LU � a 0 c LL, 0 U U) • �Q Of Q, CD co M z� w U_ oi zo oo >R aR Q ii O cc zo 0 CL 01- a .0 H ¢�m< M NC p s o z Z Cn <W CL 8 z 0� W Q3 y� �9 0 o g t IW °zed u3 J �N ui � � ^L `W '= a C m co W 2 � O T T O N T T m 0 T h N Z Z E O E N T M a ci � ¢ o JOB NO: 20-0552 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0' O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. •rvvv .vvv A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE OL VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN � SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d _ TOENAILS TO TOP — PLATE & (2) 12d END MIN. (2) 2x4 NAILS TO TRUSS PLATE SPFTOP BOTTOM CHORD OIL SEE PLAN FOR TOP OF WALL - ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO PLATE BELOW �—MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE d 16" O.C. MAX. INFO. SECTION @ ENTRY 8 SCALE:NTS SIMPSON LSTA18 w/ (12) 1 Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI HIP G.T (2) 2x8 #2 SYP wj O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1 Od 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 It9l:8 I0t- BEAM @ RAISED ENTRY 2 MASONRY WALL r4 SCALE:NTS iIMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE 200F PLAN FOR MOI VFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE SCDHEDULE/PLANM OPTION B CONNECTION INFO OPTION A — COMMON BM. TO POST ATTACHMENT / SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. A � A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED o, 0 d SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: NTS EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM — ' FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"= V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRU .: SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. 1/2" PLYWOOD (2)16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN I. FOR CANT. �7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C BM. SPLICE OVER CENTER OF POST MIDDLE F— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `—• MASONRY WALL BELOW: SIMPSON HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C: TO GABLE TRUSS OR BEAMBEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN1144(24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2`� SCALE:NTS EXTERIOR ATTACHED' SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOFNVALL SHEATHING ATTACHED PER NAILING SCHEDULE 0 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. LOW ROOF TRUSS W/--/ (2) 2x6 BLOCKING UNDER RAISED BOTTOM CHORD 2nd FLOOR WALL w/ EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS PLYWOOD FLOORING FLOOR G.T. SEE PLAN DETAILS &SECTIONS \\\1111111i �y lb Q ' ,' ' OF FLO.��� ��zz Q�0F E S SI ONP�\`��� 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 Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W N 2 LL LL Loa gog8c`Pi 0t` 0 .�-. M -, W W �2S2 u- - a a LL y y f7 2 W a ai � ii a s 0 13 �='g 19 c629 W ET Z O) B z; O 0 y NaMz �°j Z ° ❑❑❑❑ W 2 V z o z � z g ¢_ N z N 0 �o 0 U 0 LLr (n c (a m U _ '® 8 yi . UOf Q ¢ S w z co J U_ E 9-00 z 0 y w o �� �� z zo U H� - 10 U W oa 0 O O E O N ao °�z �d p 1z wz ¢ L4 :L ro NC UYU m oo O FF 2 CO 3 s W 0 �0 W a�`�'i d � U� ob U az =w Mj oco 10 01 0 z 3 CV -17 1 m ,= d. -1 > T L C .2 /O W 2 1%—.00 .0 o dT' r— .00) O T E m M T H N o Z Z m E Q E m a c0 JOB NO: 20-0552 SCALE : AS NOTED SHEET NO. D 1 � ,��IL IIyWt►4��. jau..,' i,l _ .: � I �.�__ �,.r ���W � _ _ u � _ _ ,�. , WEATHER RESISITIVE BARRIER TAPE -r MSEMBUD WINDM) I 1 HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW 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 Rinstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary WEATHER ✓E BARRIER & IARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN --, OVER RIM JOIST AND UP WALL BY 61N. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN G WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF-ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM SELF-ADHEF V V-4" PER PLAN V-0" PER PLAN SHOWER SEAT -Z d SELF -ADHERED FLASHING OUTSIDE CORNER RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH IHERED FLASHING a a ti, Er LU d PLASTER STOP H rn CO W CONTINUOUS BACKER U ROD & SEALANT W W a Cr W � ° A W E0 8 2 1 2 4 5 WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: (0.6 cm: cm) (0.30.5 30 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 SELF -ADHERED FLASHING resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering EXTERIOR is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and BUILDING PAPER embellishments such as cornices, soffits, and fascias. WIRE LATH 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 71 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 O 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 SILU 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 ADHESIVE ASPHALT ADHESIVE g pp g pp g p entry cavity THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to revert ent of water into the wall FLASHING -ect G_eDHERED FLASHING or penetration of water to the building structural framing components Self -adhered membranes used as flashin shall com I with AAMA 711 All �o SELF -ADHERED FLASHING INSIDE CORNER -+►t 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 I 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER 9 pY 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 AS SHOWN) SE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish 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 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 2 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) a o- DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS Cement Plaster in accordance with ASTMC926 over wood 2nd floor STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. I� I Cement Plaster A over block ACKER ROD 1 st floor FINISH 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 comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 0 N ti (V 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentlal 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H o g - m Lo N fV Sl LL * 2 u- 0 _j u_ U-.j o- a- 0 a 6'-, ai�ii w rn g 0 13 Z 0�rn 0 o OC W =Cg 2 E T m°13c ¢ a O = a cN) ZL N a Z O V ❑❑❑❑ W zc4 z � z g v v) N z U' u U � Ory tii Lu CD M M p J E i I _° Z® Qi 0 _ O E QQi XV V lyip ❑a �U 0qg x` Z � 62 %a Yz ro C - C u mO m� F o oLL Y~L Z 0 J c W. I g U 10 W.) v 3 �W C) o �LL MJ co o¢ Z< U3 J ACV iu t iL 10 '> V T o Q I- m c 0) 2 O r � T ^ M T M T_ y N o Z Z E Q r m a o U Q p JOB NO : 20-0552 SCALE : AS NOTED SHEET NO. W P 1'J�L �i�ii-I �. i I la' l"fiJ 'I�If#IIN �! IIfWlilljl41i11� I�Itr� 1F Mounting Brackets (10 Gaugel 4-1/2" x 4112' x 2-12" See Anchor Schedule $Oita 1 /2p Dia. A32 (Typ.) Self -Locking Nuts Left Bracket (16 Gauge) 5p. i& uukt laint,tn itutrualimm alai; paividni wi& =:b Hurnclinc Ah Uwr- Rrfeela Stied Derrhg ntdliiile a'P'Bs loryaere Tee 10 ipll o SKI Cross Support (May be cut to W) Right Bracket MGauge) 14 Self-arilIlrxg Screws A/C Urlit Bottom Edge 1--HurrIcarle Strap (Typica k 3 in €rant) From Crass Support (May be cut to W ) 014 Self -Drilling Screws Thru Bracken -& Back Cross Support Into A/C Unlit Bout m Side (Typical: 3 each side for hurricane use) Florida Department of Business & Professional Regulation Page I of Building Codes and Standards 326/201e Product Approval Application Detail %49! Jute BYe Date Pe ndna gate 11M Yorsion Comet Endneo & LJearee Validated By ug bmltted FBC Approval Approved {t Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10M22017 10/102017 10/172017 12/122017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 SubCaegory: Metal Roofing InfoQgulfcoestsupply.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida EJeli&tlJi products Professional Engineer 31W Product Model. Number or Name - - Ouallty Product Deserbdon Contract Assurance Famiration Approved for Use Approved Die In FM¢ OutGde for Use NVNZ tint Resistant Dsflnn Pressure 1 0.032&qud; Aluminum 5V Crimp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A +N/A/ over15/32" Plywood -108.5PSF 2 0.032" Aluminum Gulf Lok Min 0.032&quct; Aluminum Gulf Lok 16&quok Wide 04/122024 No Yes N/A +N/A/ Roof Panel over 15/32&qud; Plywood -116.OPSF 3 %qud; 24ga. Gulf Snap %qud; Gulf Snap 24 Ga. 17" wide Roof Panel 04/122024 Yes Yes N/A +N/A/--131.0PS over 15/32&qud; Plywood 4 1" 24ge. VersaLoc 1" VersaLoc 24ge 16.5" Wide Roof Panel 04/122024 Yes Yes N/A +N/AI over 15/32" Plywood -138.5PSF 5 1&qud; VersaLoc .032&quet; Aluminum 1" VersaLoc min .032" Aluminum over 04/122024 Yes Yes N/A +N/A/ 15132&qud; Plywood -101.OPSF 6 1.5" 24ga. Gulf Snap 1.5" Gulf Snap 24ga. 16" Wide Rod 04/122024 Yes Yes N/A +N/AI Panel over 15/3211,quot; Plywood -116.OPSF 7 1.5&qua; 24ga. VersaLoc 1.5&quok VersaLoc min 24ga. 16&qud: wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -123.5PSF 8 2" 24ga. MegaLoc Men 24 Ga. 2"a MegaLoc 18&qud; wide Roof 04/122024 No Yes N/A +N/A/ Panel over 15/32&quct; Plywood -108.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 18": Wide over 15/32" 04/122024 No Yes N/A +N/AE96.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam 16" Wide Roof Panel 04/122024 No Yes N/A +N/A/-93.5PSF over 10 Wood Purlins over 15/32&qud; Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seem, 1 3/41liquota Snap Lack. 04/122024 No Yes N/A +N/A/ 18&quat: Wtde Roof Panel over 15/32" Plywood -108.5PSF 12 26 Go. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/32&quct; 04/122024 Yes Yes N/A +N/A/ Plywood -156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32&quct; Plywood 04/122024 No Yes N/A +N/A/-131.PSF 14 26 Ga. 5V Crimp Men 26 Ga. 5V Crimp Roof Panel aver 10 Wood 04/122024 No Yes N/A +N/A/ Purlins over 15/32&qud; Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16" Wide Rod Panel over 04/122024 Yes Yes N/A +N/A/ 15/32&qud; Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16" Wide Rod Pane(over 04/122024 No Yes N/A +N/A/-63.5P8F 15/32&qud; Plywood 17 26 Ga. GuIfPBR Min 26 Ga. Gulf PBR Rod Panel over 15/32&qud; 04/122024 No Yes N/A +N/A/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Page 2 of Building Codes and Standards V28/2fi16 Product Approval Application Detail 1291 Product Model. Number or Name Quality Product Descripdon Contract Assurance Ex&dlun Approved for Use Approved Date In HVNZ Outside for Use NVNZ Impact Resistant gem pyre 18 26 Ga. GulfPBR Min 28 Ga. GuNPBR Rod Panel over Ix4 Wood 04/122024 Yes Yes WA +N/A/ Purlms over 15132&We(; Plywood -151.7PSF 19 26 Ga. GuIfPBR Min 26 Ga. GutfPBR over 15/32&qud; Plywood 04/122024 Yes Yes N/A +N/A/ -154.7PSF 20 26 Ga. GutfPBR Min 26 Ga. GuIfPBR over 1x4 Wood Purfins over 04/12/2024 No Yes N/A +N/A/ 15132&qud; Plywood -151.7PSF 21 26 Go. GulfRib Min 26 Ga. GulfRib over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/AI 15/32&qud; Plywood -164.2PSF 22 26 Ga. GulfRib Min 26 Ga. GutfRlb over 15/32&qud; Plywood 04/122024 No Yes N/A +N/AI -159.2PSF 23 26 Ga. GulfRib Min 26 Ga. GulfRib over 15/32&qud: Plywood 04/122024 Yes Yes N/A +N/AI -159.2PSF 24 26 Ga. GulfRib Min 26 Ga. GuIfRib over 1x4 Wood Purlins over 04/122024 Yes Yes N/A +N/A/ 15/32&qud; Plywood -164.2PSF 25 29 Ga. GulfRib Min 29 Ga. GulfRib over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15/32&qud; Plywood -123.5PSF 26 29 Ga. GulfRib Men 29 Ga. GulfRib over 16/32&qud; Plywood 04/122O24 No Yes N/A +N/A/ -146.OPSF 27 29 Ga. GutfRlb Min 29 Ga. GUIIRIb over Ix4 Wood Purlins over 04/122024 No Yes N/A +N/AI 7/16" O.S.B. -101.OPSF 28 29 Ga. GulfRib Min 29 Ga. GuttRib over 7/1 6&qud; O.S.B. 04/122024 No Yes N/A +N/A/ -116.OPSF Code Version: 2017 FL N: 11651 Application Type: ALL Product Manufacturer. ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL a,allty Assurance ErAlty Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVNZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL itle"64i-Caahatr t�s - 3w ,.X✓.- �4'. ,,. .. � L .. a. ' 'ea$ -�. u;, k'e, .-'.� "�.i ':. n y'�r,�. _ r u l x..__.. ::. � � 3ti.y ,i. :-: _� , ,. an r""". . Ss . ; .; �.,.C"y' •c' : - 4s :tea - 2± ? ; S l'.yp 4 = 2* 7 . f?� .J` A3 FL17244.1 ESR-3455 12/31/2020 A23 FL10446 2 ESR-2606 12 12/31/2020 HD210-2- _ - FL17232.3 _ ESR-3445 12/31/2020 HU210-2 FL10856.4 ESR-2549 12/31/2020 HD212-2 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 12/31/2020 HD216 FL17232.3 ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 12/31/2020 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 12/31/2020 HD26 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 12/31/2020 HD28-2 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 12/31/2020 HD410 FL_17232.4 ESR-3445 12/31/2020 HU410 FL10856.9 ESR-2549 12/31/2020 HD412 - - FL17232.4- �- - ESR-3445 12/31/2020 HU412 FL10856.9 ESR-2549 12/31/2020 HD610 FL17232.4 ESR-3445 12/31/2020 HU610 FL10856.10 ESR-2549 12/31/2020 _ HDO410 -- -FL17241.7 --- -- _-_.....-...__-._ESR-3444 - ---- 12/31/2020 HUCQ410 FL11468.11 SIM200804 12/31/2020 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL11470.4 SIM200803 12/3l/2020 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL11470.4 SIM200803 12/31/2020 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 12/31/2020 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200802 12/3l/2020 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 12/31/2020 HTT16 FL17324.2 Evaluation Report 12/31/2020 HTT16 FL11496.1 ES-0130 12/3l/2020 HTT45 FL17324.2 Evaluation Report 12/31/2020 HTT22 FL11496.1 ES-0130 12/3l/2020 HTW16_ FL17244.8 ESR-3455 12/31/2020 HTS16 FL10456.22 ESR-2613 12/31/2020 HTW20 FL17244.8 ESR-3455 12/31/2020 HTS20 FL10456.23 ESR-2613 12/3l/2020 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 12/3l/2020 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 12/31/2020 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL11473.11 SIM200802 12/3l/2020 HTWM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 12/3l/2020 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 12/3l/2020 HUGT3 FL6223.3 Evaluation Report 12/31/2020 HG73 FL10456.19 ESR-2813 12/3l/2020 HUS210-2 FL17232.6 ESR-3445 12/31/2020 HUS210-2 FL10856-R4 ESR-2549 12/31/2020 HUS212-2 FL172_32.6 _ ESR-3445 12/31/2020 HUS212-2 FL10856.11 ESR-2549 12/31/2020 HUS26 _ FL17232.6 _ _ - ESR-3445 12/31/2020 HUS26 FL10856.11 ESR-2549 12/3l/2020 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 12t31/2020 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 12/31/2020 JL24 FL17232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 12/3l/2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 12/31/2020 JUS210-2 FL17232.11 ESR-3445 12/31/2020 WS210.2 FL10655.107 ESR-2549 12/31/2020 JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 12/3l/2020 JUS26 FL17232.11 ESR-3445 12/31/2020 WS26 FL10655.111 ESR-2549 12/31/2020 JUS26-2 FL17232.11 ESR-3445 12/31/2020 WS26-2 FL10655.112 ESR-2549 i2%ki2020 JUS28 _ _ FL17232.11 _ _ _ ESR-3445 12/31/2020 LUS28 FL10655.113 ESR-2649 12/31/2020 JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR-2615 12/3l/2020 KST260 FL17244.15 ESR-3455 12/31/2020 MST60 FL10852.7 ESR-2105 12/31/2020 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 12/31/2020 LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 12/31/2020 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 12/31/2020 LSTA24 FL17244.18 ESR-3455 12/31/2020 LSTA24 FL10652.4 ESR-2105 12/31/2_020 LSTA30 _ _ FL17244.18 ESR-3455 12/31/2020 LSTA30 FL10852.4 ESR-2105 12/31/2020 _ LSTA36 -------____ ---- LTS19 FL17244.18 --------- -._.-..-.-..._-_... -- - ..............- - ..... FL17219.2 ESR-3455 -- ..._..---- ---- - ._...._...- .... - .._.-..- ... ER-0200 12/31/2020 - -- 12/31/2020 LSTA36 LTT19 FL10852.5 FL11496.3 ESR-2105 ER-130 12/31/2020 12/31/2020 LTS20B FL17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER-130 12/31/2020 LTT131 FL17219.2 ER-0200 12/31/2020 L71131 FL11496.3 ER-130 12/31/2020 L7W12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 12/31/2020 WGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 FL71470.7 SIM200803 12/31/2020 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 12/31/2020 MP34 FL77244.23 ESR-3455 12/31/2020 A34 FL10446.3 ESR-2606 12/31/2020 li _FL17244.24 ESR-3455 12/31/2020 LTP4 FL10446.19 ESR-2606 12/31/2020 101_135 FL17244.22 ESR-3455 12/31/2020 LS50 FL10446.16 ESR-2606 12131/2_0_20 �MPH3516 _ ................-- -- ---- - FL17240.3 --- ._...._.._-_--_...._.-.-__............ _.-..............._.._.......__..._._...- ESR-3447 12/31/2020 WM1416 FL10667.86 ESR-2515 12/31%2020 MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 12/3l/2020 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 12/31/2020 MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10652.9 ESR-2105 12/31/2020 MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 12/31/2020 MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 12/31/2020 MSTC40 FL17244.26 ESR-3455 1.2/31/2020 MSTC40 FL10852.11 ESR-2105 12/31/2020 MSTC52 FL17244.26 ESR-3455 12/31/2020 MSTC52 FL10852.11 ESR-2105 12/Si/2020 MTW12 FL17244.8 ESR-3455 12/31/2020 MTS12 FL10456.33 ESR-2613 12/3l/2020 MTW16 FL17244.8 ESR-3455 12/31/2020 MTS16 FL10456.34 ESR-2613 12/31/2020 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 12/31/2020 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 12/3l/2020 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 12/31/2020 NFM35X12 FL578.2 Evaluation Report 12/31/2020 MBHA3.56/11.25 FL13904.6 ESR-2616 12/31/2020 NFM35X16U FL578.3 Evaluation Report 12/31/2020 MBHA3.56/16 FL13904.6 ESR-2616 12/31/2020 PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 12/31/2020 PAU66 _ _ FL17239.13 ESR-3449 12/31/2020 GLTV3.516 FL10667.8 ESR-2615 12/31/2020 PHD2A FL17219.3 ER-0200 12/31/2020 FGTR FL11473.2 SIM200802 12/31/2020 PHXU3516 FL17241.20 ESR-3444 12/31/2020 CS16 FL10852.1 ESR-2105 12/3l/2020 RFUS FL6223.5 Evaluation Report 12/31/2020 H1 FL10456.5 ESR-2613 12/31/2020 RS150 FL17244.27 ESR-3455 12/31/2020 H10 FL10456.6 ESR-2613 12/3l/2020 RT15 FL17236.3 ESR-3448 12/31/2020 H10-2 FL10456.7 ESR-2613 12/31/2020 RT16-2 FL17236.2 ESR-3448 12/31/2020 H10A FL10456.6 ESR-2613 12/31/2020 RT16A FL17236.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2513 12/31/2020 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 12/31/2020 RT4 _FL17236.3 ESR-3448 12/31/2020 H5 FL10456.15 ESR-2613 12/31/2020 RT5 FL17236.3 ._....---------.._._�-....-----.-.._.-...- ESR-3448 ----.--� -'_._.__- 12/31/2020 __-. H2.5 FL10456.11 ESR-2613 12/31/2020 .-..-...-.._...-__..__..-.--._._......_------ RT7 FL17236.3 ESR-3448 12/31/2020 H2.5A FL10456.12 ESR-2613 _ 12/31/2020 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200803 12/31/2020 RTBA FL17236.3 ESR-3448 12/31/2020 SP1 171-10456.41 ESR-2613 12/31/2020 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 12/31/2020 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 12/31/2020 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 12/31/2020 SPT6 FL17244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 12/31/2020 SPT8 FL17244.32 _ ESR-3455 12/31/2020 SPH4 FL10456.46 ESR-2613 12/31/2020 SPTH4 FL17244.32 ESR-3455 12/31/2020 SPH6 FL10456.47 ESR-2613 12/31/2020 _ SPTH6 FL17244.32 ESR-345_5 __ 12/31/2020 SPHB FL10456.48 ESR-2613 12/3l/2020 SPTH8 FL17244.32 ESR-3455 12/31/2020 U24 FL10655.141 ESR-2549 12/31/2020 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 12/3l/2020 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12/3l/2020 THD28-2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 FL11468.11 SIM200804 I2i3l/2020 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 12i31/2020 THD412 FL17232.16 ESR-3445 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 12/3l/2020 THD612 FL17232.16 _ ESR-3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 12/31/2020 THDH414 ---- -..- FL17232.17 - - - --.._...._. ESR-3445 ..-....--- 12/31/2020 MSTAM38 FL11473.19 SIM200802 12/31/2020 --....-_......- UGTS3F_ FL2033.1 Evaluation Report - 12/31/2020 MSTCM40 FL11473.19 SIM200802 12/31/2020 UPHD8 FL17219.5 ER-0200 12/31/2020 HHETA20 FL11473.9 SIM200802 12/31/2020 - - - LGT3-SDS2.5 FL11470.7 SIM200803 12/31/2020 - - - LGUM28-2 FL11473.12 SIM200802 12(31/2020 PRODUCT APPROVAL SPECIFICATION SHEET 1 O O l 2018 As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smo6i_ Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 5/21/2028 Clopay Building Products Residential WinclCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf 5/21/2028 Clopay Building Products Residential WinclCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf 5/21/2028 Clopay Building Products Residential WinclCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf 5/21/2028 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 10/8/2023 PGT Series 5500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/A0.0 psf 4/3/2023 PGT Series 5520 FL243.9 4/30/2020 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 PGT Series 5500 FL261.1 N/A 5/26/2021 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING WA 12/31/2020 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Undedayment FL12328.6 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12131/2620 Lomanco, Inc DA4 Exahust Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 F. METAL ROOF Gulf Coast Supply& Manufacturing, LL 0.032" Aluminum GuIlLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 WA 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ - ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2020 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 Q� OD i Cn _ C� C.) W CDQ L C O O c cu -0 �- O O a O CD O E U- O .w 'a ccnu O L C CL Z W J in Z W V�eJt �`O O CL CL U O /VI CU m CU W ¢ CD z J z J a_ SHEET NO. PA 1.0 on Pepe3 a a Building Codes and Standards +y+ztm+e Building Codes and Standards tvtazo,s Florida DspaAnte,t W ewinan a ProhaiaW RflpulaHon Pwe, a, Florida DapaMwd of BusYtat a P Product Approval Application Detail N U Q O ^�\ W .(D -0 U � � v O r1 O ,L CL O I.L _� -� O O N i ■ a� O ■ r� V o U) O U O L V v! V m W Q Z Q J d SHEET NO. PA 1,1 Florida Department of Business 8 Professional Regulation Page 1 a a Florida Department 01 Business 8 Professional Regulati rnamom o CIO NA WA " Nfik 6 f. 7Mrm►llu Fea•C1wek and SmoalRStr NOIMnN eW9A rAlldlVasingactdqual; Oplque t2A712021 No Yw No Stardards rBAUNDA Product Model, Number or Monte, Contract Exaltation Dale o alma bobamumibmmKaLon gabstAnommeLm W raft Emma no a* RdLbm" aim Conrad Em*dbn Dole Cn agnmElaboom amismusib9ok EMINUUNLJbmkvAtmm o CU-Grtar b16T Ot2trJOr No Yw lb •67 PSFh4 ApprAwormodforUm CU oval AppYCalbn Dstall Product Approval Application Product Model, Number or Iftene Iff m Detail Product Approval CO Sub0tesdiring '-'am' a Standards raAlNUMbROok nAlonaLtaka clleed a • Llowlwd Fbrba fbrMa RegklrW AraieY as lbrlaW Pirba Florida Registered AnAWoI ar a Lkweed FIOFrill Ft ip" Ar~ Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paw 3 of3 12M020 lads Entity or 20 20 BAG Pending One ])g version jamlAtamor counted Enrpkaca&Llcmes validated ev yMMaed situdow FIdC Approval Agggnd sm Ravish 2017 GAF Michael Stich Robert Mammon John W. Knezevlch, PE 12(112019 12/112019 121182019 ding F13C App. Category: Roofing (800)708-3411 PE-59166 (954)772-Wn4 Bubcasigory: Asphalt Shingles mstl haget.com R Attained: Ewluatim Re Come antspat firm a Florida Repstemd Architect or. licensed Florida Proresslonal Engineer .. . Gualbv Assurance Approved for Ues Approved for Use impact Destgn print - ante ILLlL1Ali Dutalb XVXz accident1RifM■ 1 GAF Asphati RW Shingles Flberglass reinforced 3-tab, laminated, 5-tab and 12/162022 No Yes N/A N/A hipAidw asphalt shmUlas Florida DepaMant of Buekass & Professional Regulation Bull ft Codes and Standards Product Approval Application Detail PLetaltom fill Adkz DQ MOWN lYalime sines Limrillaalm! Revision 2017 LV. Thompson, kre des Thompson Awaodlrrl Tay Chrbkan Zachary R Meet MNab Compaq (TAYCO) (613) 2496466 PE-74021 CatScay: Rod" txqogomwAko*Vp ge6Cablocay: Roo" Accessories sat a an trgesrMMatdSaRoce sysam CsraPBsiroe fAs ad:Evakatlon Rapotboma FlpMe apWonad Almond or a Lensed FIaMs RptNblral Enplaa BAINUIELBsink MA BaboLO Dddr 3 TAMCO dM-RMge RodVmd Wes BMIb n go. aedg natvoaskr with ang brit Paw,dt lmmis Ogm Ova 2OLbeas gam Yimtdadmt YsWgfd mdrYd PMOA, W Aoimmd awn Laub BOwtlan IGMQ 017 IaMOR077 t8d1712017 121`12152017 Appiceed (334) 300•tt100 goo LAwlmpa ALamm&IKME A■MWAA LN■ INNS OMft golmmuhwmdoaao IMAM 2ddda.mn Bohm Enloe OW0grom Yea Yes WA WA Florida Department or Business & Professional Regulation Paw 1 of2 Building Codes and Standards 1/AM20 Product Approval Application Detail f adWLs ate Bti Date PmOm nag lye yerg98 m cooled Endnear A Llcerae Validated ev validated Mk*MM Pare Awrslal Approved tetra ReNsion 2017 Beral Roofing Monson Robin IAPMO Unborm Evaluation Gary W. Wager 10/1&2017 10,062017 10212017 Approved Category: Roofing (501) 3806091 Services LLC. (205) 85"160 StbCYodory: Roofing Toes RcbhAnderson@bad.co Compllan" Method., Evaluation Report from a in Product Evaluation Entity r La794&a/1 Woduda ,Aocrowd for Use Approved for Use Imma 2299a dot Product Model. Number or He In KAU outside HVHZ 94a.ME P!ffiMHe,. ony a e • a o, o es NA NJA 17 Saxony 900 - Gantry Slate, HartfordSe, Shake, Slate, Flat Prose - Stockton, CA 12/312020 No Yes N/A WA Spa Old English Thatch 18 8ptmy 900- Country Sate, Sheke& State Flat Profile - Henderson,W 12/31,2020 No Yes N/A N/A 19 Saxony 900- Country Slate, Shake, Slab & Spa Flat Mont. - Lek. Wales, FL 12131rMO No Yea N/A WA Shake 20 Saxony ON • Shake &—P; Slate Flat Pronto - Lathrop, CA 12/312020 No Yes N/A WA um mar 17J31.020 No Yea 28 vAa 900 Medium Profile - Lake Wake, FL _ 12/312020 No Yes NM WA Florida DepatVraM of Buairleas & Professional Regulation Bt1REng Codes mild Standards Product Approval Application Debdl page, of ' teem,. Pit OK.rA sob igYM9L gall as goLbodm gnat mm Yrd■ llrlblim SNOW fmd mKkmue YddsMml Ytamrd MOR M BICA■ oO elrmrd Ems RNWM 2017 nub Binding conpensnt group no soot Last ICC EvokM sarvbs, ILLC WOW M. R~, PE 0111MG 17 OM07/2017 0111121R017 Approved Case W. obrrd"c4nwmb (11147)918-6473 (407)Yt-1017 s bdhiour. Trust; PM" MwlM�apbdw.amr CtrSdrw MMbodi EvaYrMinn Repation ■ PredW Retaliation Emit R gYYatew■or han ma tea basuYdaLum No" ear mat am ftmaamdldmam 111111 a arrLUM NWad PJ)ax■ 2 fain! 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Thartam, br¢ Gets Thompson AMNMdrM Tay Christman Zachorr R. Priest Leda Burr- 101102M7 IORWA17 101'17R0f7 121122017 Appro9ad Menlo correctly (7AMCM (813) 24&3408 P&74021 (334) 300.1000 caergarr: Poolk dklpaam SubCdowlin Recalls Accessories that we an kltprel Pat oflha Rooaw syMam Coaparta MMhed: Evaluation Rsponfrom a Ficrom ItSMtrdArdrW a a Llooneed Flcrbs P'osel"rdrpn.a namonaLBawk gmLlewort A■mtdlsg■ AMim■a1bLYr tetra ass■ mint OmOaetOaaWOYaa gonamLm kwilRom heKvMz 2mmidamm BWWM ame 4 TAMCO hued Top OMdp Vat wkh BMea M TN 289a00crWmdl mwfbbsb Oa10e2020 Yes Year WA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pawl oft Ir2QrAA 299r. Grew or ale ale Dale pendiffill 20 mats VKII MwLdwww Contact Endnea & I.ieen.e Validates M si §ubyjtigQ FICA02rchral Approved ago Revldon 2017 Global ProtecOm Products, I.I.C. Tim Robinson Weber A. Tait Jr., P.E. John W. Kn—lath, PE 09,06M17 OWI2017 09/112017 12M 22017 Approved Category: Shutan (954) 689-7546 PE-44167 (954) 772d224 SrbCat.gory: Storm Panes Unn-binsmdl9ppent.can Compilarrce Method: Evaluation Report from a Flond. RegstereclArMNeet ora Licensed Flmds Professional Engineer _. .Qualltv Assureancra, Approved 1, use ADDrocedfor Um home , Dla20 egg Product Model Nuclear or Name g,oduc[,Qrgjdgp Conatorial Expiration Date In HVNZ seaaMd P)swm 1 20 Gaga GeNeMzed Steel Storm PanelsA fH2 Corrugated Gotaanized Sled Storm Panels retained 12/31/2020 Yes Yes Yes WA a not by bade to proAde hurricane protection. Florida Depurtr fient of Business & Professional Reguaion Builft Codes end Standards Product Approval Applindw Detail Noldl lmmis PLtlt■rea go auks ale Wit amt'sa" gag Dane mmm Ym oom Oman iodmw-kwumt NW&U lDt MOM maordd a&AME yr e■maa Luo Rwbbn 2017 mN Bdo*caroN nn emo ice rued 4Wb cc EwkMlor, saw", LLC WOW M. Radar!, PE OW19=17 cowr1M7 OW217m17 Approval cottager: SMWAVW Cot 4MM is Wn 9164473 (407) M1-1917 $Ubcaoagay: Trw. Plate eM.are Compl s Method: Ewakrtlon Repot froma Product eVw"b n EJeIy aA4NSMPM&INM gmYlaa■aar bom41udiKum asmsi12Lum UNA gam MR EMONLNR& Pota emn fmo■aa dmIK20 fataNti !ate & &N of Pew■ 3 RW Bcom"re Thin Mew Cm"oobr pkb 1201/i02R Yes Yes WA WA Florida Deparhllent of Bunn & Professional Regulation Building Codes and Standards Product Approval Application Detall! Paw 1 of 1 1mme Florida Deparbront of Business & Profsefiond Reiguildlon Building Codes and Standards Product Approval Application Detail Page t d t laws lSE1■1� am Enow or ass: ar ROLBIBMW Rib ode lSr w ar ant OrtErio that mm Ytmba rkmiu■L SON= Cmras3Lamr Ya1diu ml YdwM awe ZWLA MO &2 mid Lam Dane rid■ mmmbd= anra §DdMKiLMOM lbEdadml tLaldaM msaYM 9 LARKEK 6&W=d Lao bwalon 2017 LV.Tlanlpao. d ar, krla Thompson ArdWakw TaycnMman Zachary y it twin Bwdar 1011102D17 101`10=7 1W17/2017 12/1YJ017 Approved Ra9iaNr 2017 L.V,Thompson. Inc. deg Thos"M ArMresolaat TorrycMNemn ZaMlay R. w" L4tla,111, tat 110MG2017 lwlawiy 100`172017 12M22017 Approved Matab company (rAMOO) (813) 248J406 PE-74021 (334) 300.1e00 MMMs company (rAMCO) (013) 24544M PE-74021 (334) 300-1000 Canteen Rooftq WIGO-nuboobo— aaagay: Roo" wnyogomotoko*q.am SubC&bloW. Reuters Accessories gut ar an t A BManI Mt .. - PaAdgr Roams Systm . Portor. CmwNmwelsaroI Esakrear RoWlikms goapSataesaeara' LaSkafon RoWt ma FbMa Ru1plMsr ' AastYd or a LbMred FIN PrebeewvM FJlskrsr F'bflb RaplMNagArd9Md or a Licensed Fable Pachub EngMar 91rrLAwtiBr! !■■aalsu■ AMMUELkA t r■a man■ gmrtewvo hmmaLWAN Aiamadlotal a" mall■ Aug rmelaaBWoaeagrr INNYM gwimLt NQ Beduins! P3■re EYE EMONLRokoNE rmglmklmkdmLRO IHIDEQ 2asYa.11M &Garr blow 1 TAMCOPbtTop Ofi PoMPVamwla BdblorTle 209LMatbmdverdrorldebtb O&MgrA25 Yes Yes WA WA 2 TAMCO Oownock VW 269L 09W9Ro26 No Yes WA -"A Florida Department of Business & Professional Regulation page i of I Florida DepaMwk of Mahon & PmkuW d Reg(Aatlon ravel dI Building Codes and Standards In/mig Building Codes and Standards law$ Product Approval Application Detail ProductApproll Application Detail 9011 mnft or ate ale Dot Pencil ERHIBNH D(Me Verde, mdlWN FaC AmrowApproved it" Star gida mu MOWN Walar■L adaLs Ra apr ookbeft ao mrmaYd POC A■goas! A■md awn R"skm 2017 Lomanco, Inc Category: Roonng Andrew Cater James L. Buckner, P.E. Steven M. Urih, PE 04AW"18 12MUM17 (601)982.6511 PE-31242 (717)317-8464 04M5r2018 06/12/2018 APPraed Ravielm 2D17 Florida, MMM Praduc s lore Clark Jour Amara L Duchy P.E@ MkAW John lithe aw 102&rm17 10105 17 IQd/TJOi7 12/122017 Approved Subcategory: Roofing Accessories that we m scaner8lomanco.con catgary: Roobp (W 78"400 COWK En*4wrkls P.E. Imegral Pan ofthe Roofing System, SubCabgay: Reseals Acosaa des that castes nlerk®Mnao.aom PE,31242 (561) 414.7557 Compliance Method: Evaluation Report Rom a ... PNtofVw RoVF0 gygYm CaalpamsaN Omwk EVaknOw PAW Iona Florida Registered Architect ore Licensed Florida Professional Engines FbMs ReIll 'ArehMdasLbroWFkrMm PiobsMonrEnOivaar .. . - .. .. _ Pradat Yabl. Nraber a Name Apprpved for Use Approved B0d ct Desorption ID-t9ali her Use Impact Dedw -HVHZ Resteles PI>1u11ro maE hen$ d!■er! 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Nri bar or Nara Product Descrtajgp IL In Half: oumomm Resistant Pressure 1 24g. GeMntzed Steel Storm Panda 24w Galvanized Steel Storm Pants 12/312020 Yes Yes Yes WA PLat2so t fsL Dint momm ■ wblbm Ibvnbn 2011 ITW Building Compensate Orppp km colewr. ftvckpM Carpoiw m ewcdoowr. Tnm Patna Ceepgarw Msta! Evoluodw PAW Sam a product E1SbWoru EMy senomtemim mlaE 4 ffw BCOIAww vraw Florida DOPWbTm t of Bwinesg & ProfeaiaMd Regulation Bulldog Codes rid Standards Prow Approval Application Detall P.y1dl 1Adats gore OmrrLlLmm misimo lbl I dd" jableM A9®ml hmmmmd Banta &kart La.t ICc EvabYbn Saved, LLC WMem M. Raid, PE 01111019R017 aaD =7 09212m7 Approvd (647) 9104473 (407) 661.1s17 �A m gmbaremlr hateas1ot11M Aor1LwLIk lAe Irma ear Momemmocgrpab i=112022 Yes Yes WA MR FLJNIIIM 92m mm limm mwodmom Reviden 2017 rrw auk" Comparcai group kre. 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Prpd tct Npet. limber or Nam .. q allbr Aprppgp, ggprig Description Aporoved fa Use Approved InIKVHZ 4Lntlde des Use l9MZ IM= mwdarA DW- tSrMts 1 Mcr4Nem LVL Laminated Vane Lumber 03/312021 No Yee N/A WA 2 Pefalim PSL Parallel Strand Lumber 03/312021 No Yes WA WA 3 Tlmberstraed LSL Laminated Sfrmd Lumber 03/3U2021 No Yes N/A WA 4 TJ Rim Board Structural Composite Lumber a Oriented Strand 0313112021 No Yes N/A WA bwo Rim Bard 5 Weyerhaeuser Run Board Oriented Strand Bard Rim Board 03MI/2021 No Yes N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 of2 1201= YLLt�32P1LeiStdlt. DuaNv Assurance Aporowd for Use Aoorovad IN Us* imma cerebral aloe Product Model. Number a Nams Product Description Contrast EKpwauw Date In.JIM QUNOLk= Eatew PJbaiLi 1 High Strength Concrete Lintels 4, 6, 8, and 12 Inch wide Ihteta 05272022 Yes Yes N/A WA SAUM I RM mm Yimw Nowho oL RaM.Mm 2017 Cin.rwdY CorwaM PrakW,ma callow. 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