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HomeMy WebLinkAbout3034 Lytton Hall Dru 117 D E 1711111 1E] IF-1 7 F71 0 Ell [I FD 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 ABBREVIATIONS SIN STRUCTURAL NOTES 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 orA.H.U. Air Handler Unit ALTorALT. Alternate BC Base Cabinet BF Bifold Door BK H or Bk Sh Bookshelf BLKorBLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or r C Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coffered or Tray Ceiling COL or Cool.l. Column 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 FTo Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALVorGaly. 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) HS HorizontalaSurface HS Hard Surface (flooring) ILO In Lieu Of INInsul. Insulation INT oor r Int.. Interior PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RfCEPT Receptacle REF or Ref. Refrigerator REINIF Reinforcing REQD or Req'd. Required RM or Rm. Room RNDorRnd. 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 . SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storaqe S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS &DETAILS U\/p WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection Kor KNVaII Knee KSS or or K.S.K.Knee Space I LAUN or Laun. Laundry SW S.W. Shear Wall SYP or S.Y.P. Southern Yellow PineI I TR TA a] an 1E] El 171 El 1 1 1 CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered DD IF: 1117 FE] M [E:11 M ❑ uu t r CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mfr, Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owners Entry VL orV.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec, Electrical PC Pull Chain Wt or w/ With ELEV or Elev. Elevation PIED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR, Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.LC. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wail Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP MEAN ROOF 15 FT. HIGH TYPICAL Water Proofing) FOR SINGLE STORY HOMES FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire VW Welded Wire Fabric (Mesh) MEAN ROOF 30 FT. HIGH TYPICAL PLAN REVISIONS FOR 2 STORY HOMES DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID 08-20-1 5 1.0 NEW BASE PLAN FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 12-8-15 2.0 ADDED VAULT. CLG . CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. 12-28-17 3.0 2017 FBC UPDATES SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. RADE BEAM 150 MPH ENG. Notice to Builder & All Subcontractors 02-21-18 4.0 ADDED G It is the intent of Designer/Engineer listed in the titleblock of these 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 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 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA the commencement any work. The Designer/Engineer are not responsible for any plan n 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 ALL WORK SHALL. COt�I!'LY WITH PREVAILINCa � IDA BUILDING CODE, agreement. NATIONAL ELECTRIC Control of Construction Site: THE CITY T IC uuuOF HILLS The Designer/Architect and engineer of record (EOR) have no AND control over the construction site and shall not be responsible in ADINIANCES 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 J A whatsoever. The Designer/Architect and FOR has no duty to R�V��W DA L protect, without limitation, the residence, construction site, YR materials, or equipment, from moisture, mold, fungus, fire, theft, 1941 vandalism, trespass, or any other peril or condition, at any time, ����� expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. *'.!!1,!l,xtt3t6Bft'E 'C E>"fifsg fb dt!4111110 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. N _ Eo N00 4 V 09 0 {qi M N N J C LL N 5 LL a �j M W CL 13 EZo Z @ a o ' Dm o m J ° W 'mo�4 W 2 E T �¢ Boa .4Z0 Z N Q M Z LL J U 0IL _ U ❑❑❑ W Cl) h V M Z � O CO z o d N U) z V) ♦♦ n� .o V LL C/7> Y W D n O ` W F-- N c o U 00 a) 4 oi- x!v = 0 U o c , 0 ¢ .7 o ° ®0 O w M Cl) ya o Z O ECU W O z Za Q N Z � a MCIL OE X 0O U ow N i z W0 w Z N c aq 0. 0 m0 o Z� T Z C75o J m Z d) a �3 U o� Sao a I NZ r3 =H �� Illllllllllll�Z O coO �t wa z¢ aF 0�3 �N .s = a J ^L1 m T W \ m '— N 0 Ce) 00 Col r N .� J O r NCD o r O w c'M co M o Z Z E O E cc c @ a a U Q tj c JOB NO: 20-2751 SCALE : AS NOTED SHEET NO. C S H.B. O A O S3 EGRESS EGRESS .00.V16 H �? AC PAD �� -- -- - -- jEEP �' j FIBERGLASSo� A rr \ Y =W I SURROUND S3 R NGE _ C G `F'm r LL I TYP @ 1 ■ \ ---- I � r 00 STORY C14 B \ oo i --- - 21'-2" 2'-2"I 10'-4" 10'-41 2 C 2'-4' I ca 5 3-' 2 ( 11'-0" o) o � � - --01 I O I N C'i _ SI K�,'Sp _ = I 7 I 2" r o = W o r- LO CAFE N I T BEDROOM 3 �� T i �' VAULT. CLG. D.W. i o o _ o ! TILE I I BEDROOM 8'-0" CLG. 2 _ 8' ,ILE G. , BED OM 4 Mw _ PATIO CARPET �, L---� r ------------ CARPET o o I '�`�_-------------- - 8'-0"CLG. � �� z I 0 8'-0"CLG. I CARPET o N �nio - o w CA PET I OPT ih ti I REF. j 5068 B.F. 4068 B.F. 4'-0" 11'_7$'1 I - - 6'-10" 4'-7" 8'-8° 5' 4" 14'-6" ( 5' T-6" �' LO I- - - - - - iV CLOD 2668 r 2668 1N100 --- _--- �' R&S <h N R&S HDR AT T-4" I I I 23'-8" T-10" T-8" 10'-10$" I 7 „ 5, 0" 6„ CD ENTRY ^ N 2:12 VAULTED CLG. r I A LC) O 9'-4' CL 3068 I 8'-0" CLG. o �Ln_ �, FAMILY RM ! I I I I I I Lito 9'-4" CLG. R.A.G. (3) 2x4 #2 SPF w/ CARPET - i I K DTT2Z @BASE CC G.T. S3 1 ' C?I r S3 S3 T ISQ------ - D--NOTE: FINISHE I II CL G.I AHU WALLS TO BE8 -WILE IIN I FLUSH. VERIFY IN I I 5-11g" 4' 0„ I IX ¢ I FIELD. I I OPT. D OPT. 1 1 1 I I I I TYP @ 1 STORY I I I -- ---_ - T 01 I I l l C (3) 2x4 #2 SPF w/ SURROUND "° R&S II L1rJ I N S3 DTT2Z @ BASE -- - -- C, cat 60"x36" HANSON I I M SHOWER BOX @ 36" 9 I w I I A.F.F. K a,CD o - v I IF I DRYER VENT S3 r I I > 2868 THRU ROOF I EDGE OF SLAB 2" I I I 5'-3,1" i 8z' 3' 10" BEYOND WALL x 178 '-1 Q4' 3'_0"! COW 1 T-8" 2668 7,_8" 20'-O$" I � L A MW 00 I 2 2 CAR GARAGE _ T OWNER'S SUITE W.I.C. = 8'-0"CLG. I B oo '-0"� CL 8'-0" CLG. 8'-0" CLG. r I 2-6 I I CARPET CARPET I BUILDER TO PROVIDE I I TYP @ I APPLIANCE I I I KGARAGE INE W.H. _ PROTECTION 19 WHEN REQUIRED N I - L---•------- OPENING o Q ---- - - - - I 6" DP: ' R&S PER FBC T � i 55'-10" 1'4" I. 7-10" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE HZ (2) - 2X8 #2 SYP W/ 112" FLITCH PLATE H3 (2) - 2X10 42 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25j S.H. 13 20 X 38 J 18 J X 371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 J X 62 j S.H. 16 20 X 72 18 J X 71 j S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 1 H3 27 114 X 38 j 26 x 371 S.H. 1 H4 27 4 X 50 i 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 27jX72 26X711/2 S.H. 22 37 j X 26 36 j X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 � X 50 � 36 � X 50 S.H. 25 37 j X 63 36 j X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73j WIDE S.H. 32 54 X 26 52 J X 25 j S.H. 33 54 X 38 j 52 J X 37 i S.H. 34 54 X 50 j 52 j X 50 S.H. 35 54 X 63 52 4 X 62 � S.H. 36 54 X 72 52 4 X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE FLOOR PLAN - ELEV-B1 SCALE: %4'=1'-0" C;anarni Nntac 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. Ed. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 (T) +26.6 / -32.2 GC� SEE SN SHEET SN SHEET 6ruSEE 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11131" (TRB) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED MA VV - �� f�tflltfili;4ll` 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 61h Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) dW8 N`° O V N O O O G . � t i O N N N- p LL M 0 �_ M�-yp # # W 3L_Lj (_4LL LL a. H N M W to >L a ra � Z 0 C? `- m m 0 C W 2 Earn _j o Z gn LL a N Q MM z Q 0 j U 1- _ U ❑❑❑ W CD �o W z J th Ci N E3 WtA z R+ U o Vl _ LL t` C/� Y f6 ru o .O w to o us un U m w � r- m E 0 8 m i l� = x o em o W M M yz o i z J E i ¢ os <I ooi CL U <� =® °w r co XO a` OO °< E)E CV O z o Q az L (d Cn CY O m 0 O ZLL J a D �z M C `fi 7i o ° a W �0 a� SF C:) z w� �° CD za 0� �N 0 = 454 J L C, 4� > '- 0 N O > M .-. < C C) a. A^l1 m Co F_ W = `.. o o O C-4 J O T N M r E C � coij o z cc z E O a- E 0 _j Q o JOB NO: 20-2751 SCALE : AS NOTED SHEET NO. 1 U) W Q MEDICINE CABINET VARIES, 2" LESS THAN CABINETS BELOW O > N > co ACV M 11) M 0 DW KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET 6 I TOILET PAPER i HOLDER CL - N FIN. FLR. 0 KITCHEN OWNER'S BATH 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 ROD TUB OR SHWR. w TOWEL BAR a ON BATHROOM WALL SHWR. o VALVES w o 00 = C° SOAP r C° O 00 o DISH j 07 t 0 0 r M M O TUB BATHROOMS. SHOWERS AND TUBS CLOSETS / LAUNDRY KITCHEN MIRROR N F 0 00 0 ih OWNER'S BATH BATH 2 O bo INTERIOR ELEVATIONS_ 42" H UPPER CABINETS — 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE o o FINISHED CABINETS COUNTER TOP 30 H BASE - O CABINETS o O 00 _ 00 0r 0 U- t `O LID 0 2x r °- L9 0? FRAMING °IN - O O O co 1 /2" GYP C%4 N N c? BOARD FIN. FLR. r FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1/2"=1'-0" 1 C r1r x �o `-� •®"co 01 fil� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. � W IT E CD V Q 00N O m J N N N� ro LL 00 M ~ N # 0 uj M S W ' Q N �LL SZ a a � CN 0 Z o 0 BOO �a:o_ _ m m J ¢ m J � a LLEtas z NQc) V 0 LL.— Z 0CU ❑13❑ W M c- N O z � O � N z p z (D J M � O M v� CD LL a--J (� w �- 1J ® ¢—�- w F- r/ O C m u! o r- U 00 w E =o� U o c U) R 0 �Y ° -o QVl Oi O CO JZ W co zI o 7d U- QE o zo oo w j >� <� z, o a co H z O° U d C O a d a� l nZ 4J 1- azo ¢ o �W m 0 c Y Z J a 0 z to 3 N 00 a o U �� 0 nW �G C=) o� Jz Y r3 =h- � C OIw Ir z¢ a 0� �N .s = L '> N O '- O U Co —00 O V/ N J O T 2 N M r v M w CO co') co M Z z E O a E U -j ¢ p JOB NO: 20-2751 SCALE : AS NOTED SHEET NO. 2 wee .. a ,S ti1ri hl��dLr ii IW Ilwlk'li, 6 lL_,Y �J rI'.hM�V I..�il ..iVd IIJi II�,IF� —Ir1 —ter 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 8"x8" SMOOTH TEXTURES CORBELS 12 5� 12 12 5 � 1" x 9" SMOOTH S TEXTURED --- — — —— FREEZE BAND HEEL El E� El 1:1 1�1 El F] 14'-0" RIDGE VENT 12 5� +3" SMOOTH TEXTURED BAND FRONT ELEVATION - B1 SCALE: 1 /4"=V-0" — T.O.M. — — HDR HGT. 12 1" x 9" SMOOTH �5 7'-0" RIDGE VENT TEXTURED FREEZE BAND 00-1 12 12WX8" SMOOTH _ 5� �5 TEXTURES CORBELS 3 TAB SHINGLES. ROOF _� �r wag__ T �� ��, INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. 1'-0" 1 -0" HDR HGT. - — — — — — — — — — 10------------------------------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 10 2'-0" TEXTURED - o CEMENTICIOUS TEXTURED °O 00 FINISH ON C.M.U. CEMENTICIOUS (TYP.) FINISH ON C.M.U. (TYP.) ----F.FL. +3" SMOOTH TEXTURED BAND LEFT ELEVATION - B1 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 771 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. ��py! asp E /`\ A. � J � 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. to E co O 9MN0Opp Ol Nk FAQHQ LLNM O m iJ!�iW3iZ`u_ Ui w m, u� a Zra, > 0a:O Sato_ Imo m W W m 0 in- m 2 rn , 0 a IL LL J v E o¢ O 9 0 Z N<cMZ U J ° < ❑DD W M M � N � m O W NNQ r Q O � Q J M C3- C> (nu,) M C T U � Y w O 0 2 a 0 0-, c/1 _ w y U m rn w � m E 0 8 _ " U c U) <t o • w0 14 C:,M M w¢ �o � z Z< U_ zo >� <R QE 0 WO Z °� CL a U o< O OU �� Z N fo t <o Qo WZ rp � j CY _ CU �� m� o OLL Z H Z v a <Z ZZ (n U) N 3 < °off Z ao Q < wF � 0 az =� a .5 03 0 ON = iu J � W \ / �a O O L1 0 O I.i. o T O � J d7 = 0 r N 0 o co ai E E M M ` Zi M o Z m Z 3 E O `° E U 0 0 d Q p JOB NO: 20-2751 SCALE : AS NOTED SHEET NO. 3.1 ] 6-IL"lit<idlG,jlu)I uIV ii (e II a lJu iU d � 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 6-0" ----------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) — r ------------------ L I 12 C N 12 5� —EXTENDED OVERHANG TO BE CENTERED ON DOOR T-0" RIDGE VENT 12 5� 12 �5 T.O.M. HDR HGT. F. FL. REAR ELEVATION - B1 14'-0" RIDGE VENT SCALE: 1/4"=V-0" 12 �5 RIGHT ELEVATION - B1. 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703A 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 of7�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. N N11i143t313fl"NIZ,v` INN ro °9- i � < to •' �).. . vzk o 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. ILI /N \ U N N� C77 (O ci 0 )NN N 2Mm� LO J m LL * W H J /) u_ N u J p_ , u_ a M > c: W h LU a a. Z 13ayeN 0WO W @a;o e° 'm onIL mm0 g °� UJ UM 0 NQMz a07 U !— J Z U ❑❑❑ W M c' 2 N o 0 0 � gryo 4 (D Z o d N LJ ^ /1t,/ h Z � 11' ( D'I lJ � J (Q J co Y w n n Q OW U1 V) � tv E � o U r° w O 6 zeo _ = 0- U 0- CO _Q CD M M a o Z LL a E E OV w° z z® Do co -0 O E 4 a� U O r a Z N i wo ¢o Y mg FO Z z J Q W g z Cn 0)o Q � R 2 �� z0 a U a mw C ao oLL �- �3 �W YQ =0 O OilO O w z¢ = OU 3: CN = W '� J L � W '— N 0 N O CY/•� �^r U m \1/ CU I\ T O C:) V, •� N O r N M � r iu o o M o z E Q y N m E o .. JOB NO: 20-2751 SCALE : AS NOTED SHEET NO. 3.2 2„ VARIES 1'-10" 12' CAP = CAP 2" "NOTE: iv 1 1" RADIUS Cl) it FOAM TO BE USED ONLY WHEN ^ 3 1/2" RADIUS 1/2" RADIUS M CO REQUIRED BY COMMUNITY ^ - 3/4" RADIUS a 1 -54" O0 SPECS. IF NOT, 1" 2" OPENING VARIES 2" N 2" r\ M DETAIL TO BE BUILT W/ STUCCO. 1/2" RADIUS N EDGE OF 1" 4�[�VAR�IES� N 1' OPENING VARIES 1 _4 0 21 VARIES 2 12 VARIES 1 1 iv SIN 1 1/2" RADIUS r { 4" - 2 1/2" RADIUS 3I I I 4. 4" iO r N L SIN c%av � Epp M CO v in VARIES 12" 32" 11" 32 �I� 3" 1" 2,1" BASE • BASE a 1 8 all I • At I I N 12 *NOTE: VARIES 8 2" FOAM TO BE USED 3„ ONLY WHEN M REQUIRED BY 1'-6" COMMUNITY 1" SPECS. IF NOT, DETAIL TO BE 2 � 1" OPENING VARIES �� —�—� '�`� -A 2�� • M BUILT W/ STUCCO. Ml( 7�F EDGE NG 2a � OPENING 6 1-1/2" THICK 1-1/2" THICK O v 4' 10" m 21" 10" a N Obi � 81 -IN =M� CV 0 3 4 . 6" � cn .Jo 2, L4� 2" 2 Zv W - N — — •M N I > I 0 5 1-1/2" THICK 32' Z;:r 2a1 � M > 'IV 2'-4" 1'-101, v T 521 5 52 '1,� -o 51 ifl _ ° a N O 00 IN - rM Q � 2 J 4" 1" 12 VARIES VARIES N 1„ 0 2 cV Uj 1 � � M Q o VARIES VARIES 4„ 32 Qq' _ 00 c 3• 6" 4" KEYSTONE F11 b KEYSTONE F11 tcllcv r P�'� OPTIONAL OPTIONAL O O 00 '� FV fV a 2 4a '° R447„ 3 I' I 4" GARAGE DR. OPENING 4" 3 a 4" WINDOW OPENING 4" " 4 d ^�' 2 NOTE: INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL x LOOK & SMOOTH FINISH VARIES • • FOAM/ EPS MATERIAL IS c ACCEPTED LZ E NOTE: o • FIN. TO HAVE TRADITIONAL LOOK & 11 1 6s 11,. 11 2'-1ll 2" •SMOOTEPS MATERIAL IS ACCEPTED 4 4 4 2 3 1 r 3 FOAM 54' 1'-1z' 54' Cl) 4" T-0" 4" 0 1 101, 1, 4„ 101. - iv a o O 00 � d N v _ � J CN tZ 1" _ N 1" o T N o T N O+ 0 C?o • MMr 1„ Rr0 = rc 1, 2 - --'NNk------ GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 'i 1111N1littb! \`"'I N �,,�'�s�` FLO 1?0FEss►oa�\����� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. U) flo- t�t�� O i O O N O O m O N J Q M COt` 00u_ A 0) J W O LL N U- d Q C, & tl. ° _ Q _ a im 0 m O Wj Ea urn o a O O NQC+�Z¢ U J LL W �� 00❑ N M �, N¢ p Q Z Q � _J M d N M N z ^' o CS ,Vl_ LL Tl CJ] c W a O 1 � Q 0 w H N c E �N = N y o uss � UM d w � O 8 x U o c "' 0 ® 0 `m o M w J U_ CO- E N w o 0 Z � E O r- 06 w= Z® oa o E r¢ o ° N (� in O < O o .0 °� Z F } z p i d O oz =� o CO w� ry F >O a ti =N 0 = J � W / '— O N O ' O nCQo m W = r1*1 O= J N O N 'A_ 0 O r ai M M : M �j M o Z Z E O a E w U 15 _j Q 0 = JOB NO: 20-2751 SCALE : AS NOTED SHEET NO. F 1 li. T I - " I mii 11, 11.6h, 'l khih,A 111,omoiruW i t Ai_r iiflhfihl dlh,di,ii, iu i L.... i I i 1 i i i F I 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. POWER CO. INTERSYI BON TERMINATIO1` NEC 14, 250.94 J 200A INDOOR PANEL CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. apper to fights & outlets upper to 20 amp ckts copper to WH copper to Dryer t Atu GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). 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. WID DISC. DEDICATED RECEPTACLE 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the GFI H.B. FOR MICROWAVE RANGE national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the HOOD PER SPECS 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 qp branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. �3 GFI ' GFI ---- ----- I o� 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. AC PAD _ 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling \�� FOR ROUGH -IN FOR units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate / RANGE FAN/ \ / OPT. CLG. FAN/ I / ROUGH -IN FOR standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and "' — -WIRE LIGHT PRE -WIRE I -- — - OPT. CLG. FAN/ vapor detector sensor, according to the installation. PENDANT AS / / r LIGHT PRE -WIRE 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and \PER SPECS / -- \ \\ / ( O labeled by a Nationally Recognized Testing Laboratory. — / C. WI C 1'7 12 10. Keep all smoke detectorsminimum of 36" from bathroom doors11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and / \ \ shall be equipped with a monitored battery backup. AF E \ D.W. j SINK wl GFI \ ` BED 6O�� � � \ I 1 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits �� DISP I BEDROOM _GFis not acceptable. ( BEDROOM 4 13. All doors and windows providing direct access from the home to the pool shall be equipped with an PATtO ' GFI —_ _ — J _ _ — _ \ S.D. - exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and I r — — — — — C — — — — — — —� — — — \ \ FI either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning 1 GFI OPT. I when the door or window are opened.. \ ell— � i REF, I 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed i - within 6' of the outside edge of a sink. This would include the rqp eceptacle installed for a washing G LM machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the U.C. OUTLET _ _ requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing S.D. _ S.D. — — — _ — — — _ — _ — o 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. U.C. OUTLET — — — — — — — 3 ------- FOR DWI ROUGH -IN FOR WP ELECTRICAL KEYOPT. CLG. FAN! GFI LIGHT PRE -WIRE DUPLEX CONVENIENCE OUTLET C\'\ 12_ _ \ _ _ -� — I ENTRY DUPLEX OUTLET ABOVE COUNTER I I K }Z7!, I i �wP WEATHERPROOF DUPLEX OUTLET � FAM I LY R M IGFI GROUND FAULT INTERRUPTER DUPLEX OUTLET _ GFI @ 44" HALF -SWITCHED DUPLEX OUTLET j AHU ------ A.F.F. kQ SPECIAL PURPOSE OUTLET ' I I I DUPLEX OUTLET IN FLOOR I I I 220 VOLT OUTLET \ OPT.. 0 o I I I $ WALL SWITCH C.M I D 3 THREE-WAY SWITCH I I I 4 FOUR-WAY SWITCH � � \ L _j I I I RHEOSTAT SWITCH I @ rr A.F.F. I I I CEILING MOUNTED LIGHT FIXTURE \ \ I GFI F. I I I ROUGH -IN FOR 1 I I LED LED CEILING MOUNTED LIGHT FIXTURE \ OPT. CLG. FAN/ I GFI FOR I I \ LIGHT PRE -WIRE I GAR. DOO� I GFI I I--O WALL MOUNTED LIGHT FIXTURE � 121 I I ORECESSED LIGHT FIXTURE ! ` I I I Pc LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS �, - — 2 CAR GARAGE OWNER'S SUITE �'�•�. TRACK LIGHT I I I I I I I I I FLUORESCENT LIGHT FIXTURE � I O I I I Q EXHAUST FAN j W.H. VERIFY LOCATION GFI _____ df)_____J ELECTRICAL PANEL L_----_ IRRIGATION EXHAUST FAN/LIGHT COMBINATION FI @ 44" A.F.F. ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES OPTIONAL RECEPT. (OPTIONAL) FOR ALARM VERIFY METER H.B. PI3 PUSH BUTTON SWITCH (OPTIONAL) SYSTEM LOCATION WITHBUILDER 1-0 PUSH BUTTON SWITCH- DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) Tq TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER owl_ ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN L J ��� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR (✓ J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT ELECTRICAL PLAN - ELEV-B1 SCALE: Y4"=1'-0" 0 0 CV cfl 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 Engineers signature and seal. N QW B 00 C:)N m 0^p Or p ik OM fT O M NIA (1) Co N J it 0 LL rri vi :3 LL (n " � tl a Z n M T tL W fn a a t1d 0 _ ra �Yo O m m o W 2 E T � o� Z �� N pCr NQchZ p h z <CIL ❑❑❑ W N O z o Q J M d N ^, - M ♦n O 1W1l, ..J /T C!] 12V w O o Q •O cn LU E 0 o � wig � C.) 0° w 1 C) o N < o ° �0 o coJ w M C" w o Z LL_ E 0 ¢� ii o Z® oX I N 05 a� 00 a E N 4! L <Z wo Q wZ o y ro 5^ Vi C p 0 m s o Z LL Z m Q W W � < om Z z go a U <& oz 13: v za �N 0 = > d' � m W \ m O CM Q C >✓ O n' m T T C:)j Csi .� r -� o r N M ai O (� M o z m Z Oc y co FL cc E U _j Q p JOB NO: 20-2751 SCALE : AS NOTED SHEET NO. 4 rn 3 TJ' m rn c v v _ 0 M 0 J n N 0 N ai O) L 0 PO 0 0 J I� N N Z c a> _ f' Q N O a E N E O L v c c J h N i s U O U rn �o d 0 v (D t7 0 0 0 a N O N M ai 0 m v N ATTIC VENTILATION CALCULATIONS - 131 JRB) 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 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 315.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-B1 SCALE: %4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior 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. `ASE•�• =�v , r 104.0 ` . �.. /�11PslSIII�e1��1 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. MM to V, W a Q 0 4 8 W CD p N N # V M N N (D "' � O m LL J *k W ..�. N � u_ M �? 1 r; a uS cn a �ci- W vi 1 as Z ace 0 W 0 Caa)o W00 W 2 E 0= 2No p a LLWmot,-,C° Z NQcoz =o- V 0 J Z U ❑❑❑ W M Z N O _ 0 rygO � Z O 4 V Q M � O f�+J W(A;;�2 vo (D j 4--d /Cn Y ` V w O < 0 F Ln C_ O v , N U m w rn r— m E 0 8 = O y 0 < rn rn o w Mw M o z U_ E zo coo z >o <� Q. z z 0 ❑ a XO U O F IO U D K 2 � coo ¢o a �w i " n, - o no ms oF o z 2w T � Q O ¢ K z d Z W U as �z A CZ)w J z r =3 7 F O O CD r1 5- a= OU O 0 N = J � W N O li M .-. C C:) n' o W m o C d- r O .� N J r o' I 0 r N M ni E fM co v; CM o z z E O E a3 �o cc a v U 0 ¢ p c JOB NO: 20-2751 SCALE : AS NOTED SHEET NO. 5 - , , �.r d a�d�,:n.lii.�ll� !u � i !,'4:�, aiiild I911I1➢Nlllfanlia>l�tlli�el;PI1Il �I.li'f F_ 65'-0" 5'4" ,, 1'- a" 3'- s" 5-0" 5--0" 5'-10" T-10" 6'-0" 6'-0" 3'-10" 2'-10 4" _ 5'-11 a' L 5'-0" 5' 4" H.B ' I A TYP @ 1 STORY S3 U.N.O. 0 r \ 16'-0" 2'-�a� 6'-10" I \ \ r III II 0'-0" ■ -3 1 /2" \ III I \ \ o \ I _-_ SINK / DISP I I I oo LO in I \ I - - \\ r�-- �rr�(-�� l o III "' A N o S3 .- I \ \ II D.W. IIII �� II �> I� I I III S3 I L _ _ - J L�-__�_�_ _ I CHASE TO IS D - \ \=---------_�--- -- II( i I I TYP @ 1 STORY U.N.O. STEPS AS REQUIRED PROVIDE 1 Y" RECESS \ \ CJ L - - - - - _ _ _ _ _ _ _ J CJ OPT. -1-CJ CJ I \ \ REF. FOR SGD. REFER TO \ \ CJ-+l ( ■ 10'-104' PER FIELD ( MASON'S SLOPE FOR \ KITCHEN ISLAND CONDITIONS WIDTH \I� \ LOW WALLS I o 4'-0' I \ \ 16'-10" 12'-10" INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM \ \ W/ (1) #5 REBAR VERT ABOVE SLAB \ \ TYP @ ALL PLACES SHOWN I\ \ ■ ■ ■ ■ ■ 4'-0" 4'-4" 4'-6" (2) #5 REBAR 0'-0" I HOOKED FTG. DOWELS 5" EMBED \ \ BOP OF iNN LRPAVER T BE 4" VERTICALS w/ in W/ 25" EXT. ABOVE SLAB "GRADE 40 \ \ \ HVAC CHASE FILLED CELL I \ \ BASED ON STEEL" \ PROVIDE Y2" x 9" SLOPE I \ LOCATION I RECESS FOR FRT.POOR- I? I \ \ t \ I \ \ 2'-6"x2'-6"X1'-0" FTG is I _4 S3 25'-101zs \ 9'-5128 W/ (3) #5 E.W. 5'-0" I \ \ \ — , \ \\ ■ ■ ------------- - O _ CJ CJ \ \ — TYP @ 1 STORY 3 \\ K \ I CC 2 #5 REBAR O I _ U.N.O. \ S3 S3 VERTICALS w/ inT '- I Tri I AHU I f FILLED CELL CV = 12'-6"x2'-6"X1'-0" I 2'-6" x FTG =' T-5" - - - - ' T-1" W/ (x W. W/ (3) #5'S E.W. W/ (3) #5 E.W. - - - I -3 1/2" G � - --� - � - (2) #5 REBAR �-----Ir--_ i S3 SLOPE, I —� M VERTICALS w/ in I I II (---1 I I OPT. D FILLED CELL — -) -1W i i i L -J o M 5'-3" 1'-10"04 o fr ■ CJ CJ CJ I I 3-1/2" MIN 3000 PSI CONC. 2'-74" 7•_10" 1'_ EDGE OF SLAB 2" I zo rn SLAB FOR HERNANDO BEYOND WALL I COUNTY ONLY I I J C� 3-1/2" MIN 2500 PSI CONC. N - K S3 SLAB OVER 6 MIL VISQUEEN I M VAPOR BARRIER N I 364" 20'-6" PROV DETO I (2) #5 REBAR ( APPLIANCE VERTICALS w/ in 4'-0" 12'-1" - �� PROTECTION FILLED CELL 4. s WH. WHEN REQUIRED PER FBC ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1'-6" L 5-785" A S3 TYP @ 1 STORY U.N.O. 6'-0" G$l� 7'-10" FOUNDATION PLAN MONO - ELEV-B1 SCALE: %4"=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWGUTx 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN.— FOUNDATION PLAN v w z •7� UJI � a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER ' •� '� ,� BAR ONE FOR EA. '' HORIZ. REBAR, TYP. ., , �- • • .',� U.N.O. • •, '. `'*Alternate: .: ; :.:: ; ; ; .; �'; The reinf. bars shall be - •, - •, •, • •, cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" r i' R 1111104fgg�',, ;�?0iv w v �v � P •4s,e0.•'� 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. to ' MAN ® v6 IsrI o 00 vE ctOv�� O O O fD N e O Uj J M N N � � � LL. y M Vl 00 0 Uj M W y & S a d - 0 Z a�-, a ° Yw9m m 00 W W M otiC° 2EcP moo° U0 (5 0)N « N o ¢ O 7 Q M z U 0 J z bU ❑�❑ W M C> N O J M U- U W On Q w E 0. wa o U m w m o!`, r— m E 0 8 = o U 0 ®0 �m o m w C`, M o z Z¢ LL w� O g Zo N Q 0 � Z - od �_� 00 O N (O L a� ao ¢< wz Q O m 0 O N o< a0 Q OF U ao C o w� �O O �Y z¢ a ij3 �N 0 = J `WJ ICU O > M C � O O m co T : !� >' N J r I O r N O M � E c o m o Z cc Z E O N a E U 0 JOB NO: 20-2751 SCALE : AS NOTED SHEET NO. 6 CJ1 CJ3 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 -1 Od x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D I H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. /(18) 10dxl-1/2 HTT4 4215 5/8" 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 HD38 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 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 1-112" 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) 5/8" ATR w/ 12' EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 12-10d x 1 1/2" HHCP2 680 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & 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 CJ3 CJ1 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES, R1 R� STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONT LEDGER A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" 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. R] REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: %4'=V-0" All �f�1...• •¢'' 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. 9) I" 8 QC:)N 0 � Q � m CO CO N qt J 0 MNr Q M -00 CO J * W 7 ry N co H M d L (L W aau ��i- Z aU)rn 13 0 0ofO @ m o W 'morr--m W m 0 m�� < ILW 0) E a rn = p a Z N o NQMZ ¢ O U ♦— J W M 0 z N o 'o o no Z Q J M rZ o M N z o Q OLU o w. � m w r— T E O $ wig I zl'. = ti C) I11 I LA U) a� Q C, w M M z O Z Q 14 U- O_ E E zz W O 1 � z o N 0 I t— (6 X O OG O U O� CDQi i az aU rp U C ao 0, U .0 O Z , J a ° aw v7 3 Q 3 0 0� zz 0 a U mw U 3 <0 oz �= r3 O CDa= Wr �o CO c) r 0 r �N 0 = 4 '� J L a; > '— N O > M C O o Tr-- r%, It ■� OLO i T— I N M N .--- M o� 0 M M o Z z E O N cc n- E 0 U J Q J JOB NO: 20-2751 SCALE : AS NOTED SHEET NO. 7 3 m rn c v v 0 0 0 tt') N I N m rn N c v 0 M O J N I 0 fr c a> v v S rn c 3 FV- Q N N / d E E O S L v c c J y fZ FO 0 U yy.+ �O a 0 •O O Li N N 0 0 a 0 N O 0 m v Ln GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical &-flection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / 1 .O Safe vertical load Safe horizontal load `— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS F mi mom: mffm 8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`3216/1T FORM & GROUT SOLID CV b W �0 0 /5 BAR CONT. 8F12-1 B/1T O V' LINTEL DETAIL SCALE = N.T.S. Elm 11111 0 on I I ME 0 0 r rrI.-vwr%arXryrrvry F = FILLED WITH ;SI REBAR MIN. AT TOP (1) REQ'D ALTERNATE POWERS GROUT / U = UNFILLED "2' a =K R RECESSED LEA STEEL LINTEL QTY. OF #5 0 REBAR @ BOTTOM OF LINTEL CAVITY a .M.U. #5REBAR ATTOP 4 ° ° ° MIN. (1) REQ'D 1-1/2" CLEAR 8F16— B/1 T zo a a z ° 'd zo 6 Z ° GROUT tNOMINAL.QUANTITY 0 n J Q Q L OF ° 5 REBAR AT �' < W = = CO W 4 c.M.u. _ a WIDTH #5 REBAR AT ° 0 BOTTOM OF m , z w TOP NOMINAL- ° '-*-BOTTOM LINTEL CAVITY w W 0 FU) a \ nn a do a U HEIGHT REINFORCING Q a C7 ? _ 7-5/8"ACTUAL PROVIDED IN Z— W D D D 8" NOMINAL WIDTH LINTEL ¢ ro C m #5 REBAR AT BOTTC (VARIES) U) Lo � i Qo A, �o AS INDICATED MATERIALS cTf precasfTintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cemenfitiuos coating. See contractor specifications O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN - ELEV-131 SCALE: %4r=V-0" iN`�'� 1� a N % To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W m S N �^p N # 0 0 09 C A �} J M N r N * co I.L U) 4 113iZ cum 3 LL N LL U? N m 1 w vi >mii 1 as o a> o m m O C N W W �p .� or_� 2 E°76' B o 0- LML 0 0) o ¢ O (n N Q n Z Z d< d ❑El❑ W M M Z N S v N Z � o 0_ N U)U,) M Z o W (DIM LL _ C '��./ �--� _ U, w 0 o C) Q O to V w � ` c o 02 o Lim wivc U m d w 'm r— [2 E 0 8 w.o = U o C U) Q � m ®Q o CDJ w M z fo z U_ Q E E zo W O � >a ¢ N zp V Co 0. R. a� " 0 °¢ N¢o i ww ¢ o z 0 < U rn0 m O Z J <ro Q W gZ rq OM O N Q � U LL o0 a sir O �0 dim Z¢ a ti °U� �N 0 = > lit J � N W '— f0 0 N O CD M ^ Q C U ' 0�/� m co J N '�V^ Y r N o r ai w CD CO ` o z E O E N ;v 4? `m c a U � v Q o c _J JOB NO: 20-2751 SCALE : AS NOTED SHEET NO. 8 j.. i NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 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 S COMPARTMENTS WHER E 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 FE NCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP 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. 1 ST 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. . 1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8, ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD D AT THE TOP OF THE GUARDRAIL DOWNWARD OF 100 PLF APPLIED VERTICALLY 0 R 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: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 1 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA CRITERIA. 4.2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" (FBC-R R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. +/- INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG ) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 140 MPH + 29.7 PSF / -39.6 PSF END U.N.O. (END) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI CONSTRUCTION GARAGE DOORS (V = 140 MPH) MINIMUM. TYPE: 5B 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 160 +25.2 PSF / -28.1 PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL NOTE: SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE F INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND 4.4. 3. ALL PLYWOOD USED OR 0 SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO 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. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSUTPI 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- 718" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 NOTE: PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 18 FASTENING SHOULD BE TYPE "W" 1/„ DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1/, SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 GALVAN ACONFORMT0:Fy=33KsiWITHG90 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEECHINEMETAACCESSOESIZE NAIL DISTANCEFROM EDGE SHALL BE / . THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0,148", 12d = 0,148", 16d = 0,162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR ST INSTALLATION. OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. NOTE: 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE "J" ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE, 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 Inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C.7ncrete overpog and mortar along the foundation perimeter must be removed be ore exterior Sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-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 i licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. i a �s aft e % F L �q, p•• To the best of the Engineer's knowledge, infonnation 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. W00 a v 0 co _ N _ (D OD 0) m N J ® (0M � N # W LL 2 � -p J * uu (� =LLN "LL a a a M I W to aUj > .L 0Lo - ���, W 0 0 0:Z W Y m_ m� 'Fa 0 r_ W Z IL 2 E m m o a NQMZ a0� U F .j �� zCLLNf ❑❑❑ W C9 � N M z O z � o z J M d N U)Lf) M z U, _ T f� .O 6n Y u, o In LU P c E w. U m LL, m e 0 8 = M =i, v o 4_12 C:"w C Z J LL E ¢ zo O0 Z. Zo Z� O o a C Ca w o E N O0 a < ao OU 0 � o az Qp ¢W wf yam-. L co z Y U .2 m o , Z J QW �z t�i a a0 �w C) oLL �3 o GQ V zI< a OV =N 0 = J n 1 ui m W M m M u m U rr T 0 0) d' ' J CV O T � I N M T iU M ` CIO o Z Z E E co c a 0 _j v cc Q o c � JOB NO: 20-2751 SCALE : AS NOTED SHEET NO. SIN CORNER OF HOME GARAGE SIDE J c� ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + ED + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'4° + + + + + + +++ +++ + + + + + + + + + + + + + ++++++++ + +++++++ + + + + + + + + + + + C) + + + + + + + + + + + + ++ + + + zo + +++++ + + + + + + + + + ++ ++ +++ t� 15/32" CDX PLYWOOD OR 7/16" OSB \—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER, 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCIOJoist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x _ P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber FILL CELL v7 w STD. 90' CONT. #5 BAR HOOK STD. 900 HOOK BOND BEAM BOND BEAM STEP - CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. )Small gap 2" max. 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING �" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H H C G O O O 5'-0" STUB -OUT FOR 1'-0" 0 9 GAS METER O o � U CV 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" Q.C. T-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking k / 1/8" gap / Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. Squash block) 10d nails SECTION @ INT. BRG. WALL 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED D DIMENSION OF LARGEST HOLE IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall ortz Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate BC15000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCl60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/8J-16d 3-16d 14"16d 5-16d 16" 6-16d 6-16d SIMPS( w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below L&13/4" d bearing wall must stack over ing and wall or beam below.* Joist n joists meet over wall, provide minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— ............:........... • 6" A 1Y" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) : rl I ITI I II II I I Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM ° " °. SEE PLAN FOR °• ° . • • FOUNDATION INFO a' ° d' ° STEM FOUNDATION r—� §� GRADE _0rrK,r err or AKI \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiff as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements /// 0.6 X Joist p / depth I -JOISTS BUCKETS N.T.S. iv%, %,nnx ,+ rv�, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. ��� LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0"—\ CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE rr- U 4 . d z Co . d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE °' d d °°. a da G I IT' 1 1 1•�� . ° • ° d ��1 1 1TI I I�I � I r rr 1111/1��� SEE FND. PLN. SIZE & REINF. < 4J N °tiittt!lEEI'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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W Qo E pco ip a 8 N N # p O . (0 O � N J 0, N� C. W� M�J � .�-W a u- M 0) Q 3LJLN a. � u M W V% airn`u- aCL Z 0 > �rarn 0�o W: ° °'o_ m M W 'm 0 t,- 2 E T �0a a ILZ N O O N N<coz U 0 J a U ❑❑❑ W Z N O E N izz- QQ C)E3 9 z ¢ o — N � z � o LL l , T l6 Cn Y „, o 0 a t /) un ,_U E a wa so2 � m ac" e o x! , = 'i l U ) C � ° o 'fl w Z M Cl)0! Q E zo Wo >� Zo <� O E14 cu I.— ro X. z® �� O E N � ao <o <o OU ¢Z a ro C:pY _ C z2 " hm mo o, Z QW ° ;z o' a Z oit r3 CD CD ¢F o� 0 a0 o� 0 �N = J rn m W `J CIO CD CM .°. Q U ^L IJ C) n, m .� M co d. d7 N O r I N o ui CIO w C 0 cf) M o z Z E 0 E c o- U Q O -� JOB NO : 20-2751 SCALE : AS NOTED SHEET NO. S N 1 Ce ua iF I' I I I d .r, t='F1 d i.11' �C: A .91id ILiI ilitlli:111At1 ,.. a.vi�, l 3 v m 0 0 -o J N 0 m -o 0 M 0 J N 1 O v i o, 3 C Q 0 0 i a E O S v c J y Lz: 0 U c 0 v y 0 i a a O 0 17 0 0 4 0 0 a N N 0 0 0 7/r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STREJEROOU (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ BLOCKING @ 12" O.C, w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYEACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLSEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE 1 SIMPSON SP1 w/ ABOVE)CONNECTIONS. PROVIDE 1 SIMPSON SP1 w/ S.P.F. DOUBLE O ( ) TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE(10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATESTUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @ MID (12)10d NAILSU.N.O. HGT. FOR WALL HGT. <_ 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 241) ROW 2x BLOCKING @ MID HGT.FOR FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF Z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN APPLICABLE. _ 4 O.C. @BOUNDARIES, 6 O.C. @ @ 24 O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & .C� SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE E 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE (1) LAYER TYPE II #30 (2) #5 CONT. ON 3"' 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ( ) 6 x 6 W1.4 x W1.4 �- (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE CHAIRS P. Cl)"' ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" UNDERLAYMENT FOR ROOF WWF OR FIBERMESH INCLUDE THE WALL PITCH > 4:12 o A.F.F. O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2�r 6 x 6 W1.4 x W1.4 (2) LAYERS TYPE I OR TYPE II ° ° a ° WWF OR FIBERMESH WWF OR FIBERMESH a ' zr-1: t7 31/2" MIN. 31/2" MIN(#15 OR #30) UNDERLAYMENT °' ° I = I a ° ° ° ° ° 4 ELEV.-0'-31/2" zFOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. T I _ TI�=1 I , ° a°° °°a PRE ENGINEERED WOOD I A.F.F.O= I ° ° ° °2x4 CONT° �► ff31/2"(min)"° I I =I 131/2 (min.)REQUIREMENTS SEE R905. ' °- I_ ° ° ° _ u D > °' I 1/2" (min.) I- @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH 1( �� I I =1 - -1 I I ° ° o ° ° ° a 1 I ° a ° a ° `�' ° 31 /2"(min. - 4" - r 00_- min 4', L -� ( ) (P') VARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS I ��I� II 8 " ° ° GARAGE DEPTH VARIES ° ° °-11 T� I T� -�Tf III T 111=1 =fT 7Tf=T 1-TTf=I I I- I ITI; '�1 �= - -I ► I- 1= ° ° ° g (2) #5 CONT. 4„ 1'4' ''� 8„ (2) #5 CONT. - 411 =-4 8 INSULATION MOISTURE BARRIER LE SHINGLE ROOF TYPICAL INTERIOR BEARING U.N.O. MIN. U.N.O. MIN. 7/16"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP KOCC SAILING SCHEDULE ON SHT. 1I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB ELEV. VARIES INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O..2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" 0/C ABOVE) W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B OOP'' ` P N,4 Ec� �\�os ecs EE SOFFIT 2x STUDS 1 �M SCREWS @ 7" O.C. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. @ 6 O/C M�N`�o�s SHEET (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS LOAD BEARING OR INSULATION PER FBC AND ENERGY c FOR WALL HGT. 8'-6 (2) ROWS 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: 2x BLOCKING 3rd PTS FOR 8"x8"X16" KNOCK -OUT EXTERIOR WALL INSULATION PER (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION SEE SECTION C/S3 FOR WALL HGT. > 8'-6". BLOCK W/ 1#5 CONT. 1"x P.T. STUD ADDITIONAL INFORMATION CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 1/2" GYP. WB (MIN.) @ GARAGE PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ SIDE IF APPLICABLE. 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR 5/8 x 10 ' S" @ J BOLT 24 O/C W/ 2 X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL (10) 10d NAILS NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7EMBEDMENT (MIN. SHEAR STD. 90'HOOK (SEE DETAIL) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD TYPE "S" MORTAR WALL SEE 1MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR 3500#, MIN. TENSION 2600#) __ (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] J _ SPACED EVENLY #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 'SIMPSON SP1 � 2X PT PLATE W/ (10)10d NAILS - FIBERMESH WEEP SCREED INSTALLED BAR 2x P.T. PLATE � U.1 END OF 2" x PLATE WWF OR FIBERMESH Cl? ARCHITECTURAL TYP. f E PER MFR INSTRUCTIONS FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR .. a ° u GRADE 40 MIN. Fy= 40ksi p. o 1x2 PT WD FURRING @ 24" O.C. GRADE z #3 & #4 LAP SPLICE ==� mjj- T ° D FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° - - - 25" MIN. LAP [30" MIN. LAP] ¢ U.N.O. CELLS (SEE FOOTING MONO SHOWN _ w -rl= I I11= FOUNDATION PLAN D P _ °O 6 MIL VAPOR BARRIER -III I I o ° I-T I - R 1 7/8" `� FOR CLARITY ° - e. :- FOR LOCATIONS) =III- I= I= I=III=I I I I m �=l T1-= N z #5 REINFORCING BAR 1x4 P.T. BASE NAILER ° °� III=III=III=III=III-III= z I I I I " I1= LT(=1I1=Tf r #5 LAP SPLICE (2) #5 CONT. 4"x4" INSPECTION D o° -III-III-III-III-III- I I •� ON 3" CHAIRS NOTE: ° o - - - - - = I -I �-�-IT 36" MIN. LAP [36" MIN. LAP] 8" 1' 4" $" 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL g I I=III=III=III= = T COMP. SOIL. (COMPACTED TO - ° (TYP.) FILLED CELL TYPICAL =III=III=III=III=III- e _ _ _ _ _ _ _ _ _ _ _ =1 95 /o MODIFIED PROCTOR ASTM I = TTI= 1 10" MIN. 2500 PSI CONC. SLAB W/UPLIFT ONLY - - _-_ i_- r� c) AT GARAGE CONTRACTOR III= = 1=I = =III=III-III=I =III=III-III-III=III=I D1557) I III-� r-i�r I rrT #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER U) -1 i I -I I -I I -I I -I I=ITI=I I=I-I I=I I=I I=I=I I=I I-l' 4" 1'-4" TYPICAL INTERIOR BEARING MUNICIPALITY. TO CUT BLOCK OR POUR "-i -I I -I I F'' l I=III-III-I I =I I =I 1 I-j I -I 11-1 I #6 LAP SPLICE CURB DUE TOSLOPE - ' � �-� � i-i � i-� � �-� CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT rG W1 4XW1 4 WWF OR = "FIBERMESH" `I ° ° DECO FINISH 4" to 6" BELOW GRADE _ Z A SCALE: 314"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL S3 SLAB INFORMATION. co � _=I�I== I, I 6x6W114xW1.4 ,/ ° - _ 00 31/2" WWF OR FIBERMESH 6 MIL VAPOR o I I = z min.)4" BARRIER - D :f C • 4 N ° ' A v GRADE COMP. SOIL. ° f co _ _ _ - ° • - -� (COMPACTED TO 95% _ - - - - (1)#5 REBAR w/ OPT. MODIFIED PROCTORASTM D1557 ) 7_ I=TIR,�I== _ =T= � Ell I=SC�tE�F�IV ENCLOSURE I�f ff�I I �l�I�f I C I 3" MIN. CLR. - (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE 4" n- U.N.O.) L4-V-8" (2 STORY) DETAIL MIN. TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS Y z ^M � .a • - T e. •a 4"50 II II II 't•' T ��I -� SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1 4" (1 STORY) / 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. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E N ' Cl) lilt III -mill 1.1 rC _ r 7 II •..:- .'..., III SEE A/S3 OR J/S6 I I I Iffl 11 ffT FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2,1/2" FROM SLAB AIK 0'-0" J CONT. BEAD SEALAN a INTERIOR -31 /2� CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 60 7��it n CV I III I - I' co 6 MIL VAPOR -ram- BARRIER VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS r, ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR Ak & LAYOUT DESIGN ♦ -� ° = TOP OF BEAM - - 1T-I--ITI; N SEE ROOF PLAN FOR STRUCTURAL 'r c - - ' ' a ] n00 L �� M E (2) HTS20 _ d BEAM SIZE & N 'THQ =I CONNECTION INFO c i = I I a T= 1 2x4 #2 SYP P.T. FRAMING w/ �=rl 1 MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 F 1I I z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w 0 SCHEDULE Cr ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION. J Uj o w ABU66 SLAB STEP & RECESS S.G.D. rM � SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" � MASONRY WALL AND GARAGEPAD COLUMN TO PORCH SILL O.C. FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD _ ca INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. _�' ' ON FLOOR PLAN SIZE VARIES PER PLAN Cl) CONT, BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo GRADE a E FILLED SOLID (SEE PLAN FOR ° 6 x 6 W1.4 x W1.4 CAI SIZE AND REINFORCEMENT) C7LU WWFORFIBERMESH �, a w o �II�IIi ICI ��II�I z ' BRICK PAVERS or SLAB PER p n `n " III I ! • ° a - - z < ° 1= U-I FIN. FLR. COMMUNITY SPECS I =I =I I=III=I =I I I - - =I I I=I I I-_LU _ 1Ti=TTT=1Tl=1 Ill FOOTING 1= I flT�111 (=I=I I=III=III I III -III-' BEYOND �TTI�� '. ; L •. PAD REINFORCEMENT ,� 3" MIN. CLEARANCE ~' y (SEE SCHEDULE) PAD INFO. SEE SCHEDULE PATIO COLUMN FTG. DETAIL �N INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAM rC D 1 2� _ • U V,40 .• �LO��. AeV" E S S t Q F1 �• �,NN� '���4ftIPllliataON 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 v$ OD E OD _ N (8 OD a O O O - - J ti <> N r N Co LL 0 LL # W ­- 0) =LLN LLLL2 M U?,6M1 W - <�� 0 o Z 0 2 o m m O W m oCr° W 2E°'0' moo° Z CD 0 NQMz Q0LL U F- a 0 z ❑❑❑ 10 co z s� - J C7 N N z � o � LL t` 4--) T C/1 Y M w n � U m 0 w H Uj c �o l� y v U m rn allw � �- 0 8 zl�" / 0 CD C o Z 14 LL Q E C 8 w° 'z z® Z, I- O E Xa �a =o o< N L z U az w Iv c C y `9m m 0 00 z, N J 1 ¢w i z rn o� Z go W d w4 OLL o0 a NF a < Y r 0o VCD zi ao 3 0 �N = N '� L N m m '' m N O ^ Q ' O ^C W m = I\ N O T IT T � O E E Z M c v; co o z C) a a E 0 � ¢ Co io JOB NO: 20-2751 SCALE : AS NOTED SHEET NO. S3 (MONO) 7 v m L 0 0 N 0 i m a) 0 0 J N i 3 a 0 N d E H Cn E 0 `v c J N U U 0 a a 0 0 0 LZ N 0 0 0 a N 0 0 m 0 12 \TYP) SEE ELEV. ISIMPSON SP2 w! (12)10d NAILS AT EACH STUD (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) —� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w! (3)12d MIN. EXTENSION FROM DOUBLE 2xTOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" VARIES 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING —(2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 1 Od @ 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" 0/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)1 Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT, BASE �I PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD = SIMPSON SP1 w/ (10)1 Od NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE\' --ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" 0!C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL �� / r \ CL TO DRAIN EXTERIOR WALL WALL CLEAN -OUT rA SCALE: N.T.S. S4, 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/(l)#5 FOR CONCRETE PLACEMENT J d a d a d d e d d d 8 STD. 90°HOOK 8- LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 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. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6' 0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9172" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J w T > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NO M.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/54 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD 01 GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE III/// CONNECTION ASSEMBLY .` GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. e SEE PLAN FOR FOOTING DIMENSIONS POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED GARAGE ENTRY FINISHED MASONRY DETAIL P FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ --� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1 Old NAILS @ 8" --� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE FOP a iARAGE IOOR 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 51MPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) 1 (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: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. OD SIMPSON HTT4 TYP. NG 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. 54 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4 4Q 4. 12 (TYP') SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SIMf SON SP2 w/ (12)10d ---_ NAILIS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING @ EACH END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) LU 0 O/C FIELD 7 n 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LIN O.C. MAX. PROVIDE P.A.F. NAILS OR KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. = I F--]\UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK 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 1Od @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . ' 4&,, SPLICE STAGGERED ATTACH ALL EXTERIOR STUDS W/ (4)16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 —t NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 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) ° o • HTTS w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 wl (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 wl WASHER & NUT • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT d • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE 2S4) SCALE: NTS SIMPSON SP4 2X TOP PLATE OVERLAPPING �-1 Od NAILS @ 6" STAGGERED SIMPSON SP1 SIMPSON SP4 -BOLTS @ 24" O.C. MAX 2X P.T. PLATE ROOF TRUSS ABOVE F 2X BLOCKING a' I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON T SP4 CP 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A d NAILS @ 6" O.C. STAGGERED AGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD 0!C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" 0/C FIELD o o o S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD o SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1.w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY l R� SCALE: N.T.S. i' `�°`� x��• 1 s S = r�'R O• O F1 •••, To the best of the Enginee 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 a O d N c0 m 8 O O O rT � N 3k A J M N N N LL M J W y b 9 L u_ a M '6 Q uj W N L E LL a d Lu > 5 � Or vto� 0 o_ 1 m O m m W W io o r- 2 E T Z CL v" N a Q O N� M z Z U H ° �00 W M N 0 qq�� M z � o �o -J M � N __ M 2 o � � LL Tl ' W n IL in V. ry o 2 "_ M o S x "s !l O N N- U7 N e ilake OW o w co co a 3 z LL. Q E E wo oo wj rN <� Z® nd U _Cloa KO ]O °r E N d~ o ¢o a z r� c Oy U OLL Z to 3: oa go Q V 0 o mw ~ o� n Y �W =� }° o toV ¢ z¢ a� 's �N 0 = '� J L , ^ N W '> N 0 � 0�/� = h ° Cy) �' J ('4 1-- 0 N CV)T E E M o z m z a O v; N C a 0 Q p JOB NO : 20-2751 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (2 1/4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)1Old x NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) 10d x 1 12" AT EA. 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2"x4' SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA CHORD @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. TOP ' SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND @ 8'-0" 0/C. EXTEND AT LEAST 90% OF ; MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ •• BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM Aw/ 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 10d NAILS 6" O.C. "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) � O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6' FROM SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 2 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ 2 16d NAILS x SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES x OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"1 CROSS BRACE 24" MAX. EDGES OF APPROX. 8" FROM SHEATHING TYP. FROM RIDGE FASTENED AT F STEN RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT & (2 EACH JOINT W/ (2) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS TO OF PANEL BLOCKING, FASTEN WITH f10dx3"@4"O/CSIMPSON M 2x4 "T" ON TOP OF PANEL IN HGAIOKT w/ (4)1/4"x1 1/2" BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d x DBL, TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N,T.S. S5 REFER TO DETAIL J () 10d x 1 12" AT EA. 2x4 OUTLOOKER SHEET FOR T SEE STRUCTURAL OUTLOOKER F@ 24" O/C X- X-BRACINGAND TOP _ � `" fT "' % NOTES AND NAILING TOP CORD , CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION `° 00 SHEATHING DETAIL FIRST FOUR ROWS --ill OF TRUSSES @ 1/ ". 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES 00 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING . EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 1 2" 1 1 2" 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 `I/�R' NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF HE @ 48" 0/C FOR THE FIRST (4) ROWS OF (2)16d NAILS W/ 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD O/C w/ (2)16d (D = 0.148 , L = 3') OR EQUAL (D = 0.207', L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 11 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 41 FOR 4-PLY PROVIDE 1/4" DIA x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ .e 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. @COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON — LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 ADDITIONAL INFORMATION, SCALE: N.T.S. SCALE: N.T.S. S5 S5 2"1 OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT 11NIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN FOR WOOD TRUSSES OCATIONS) 10dx3" O/C @ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT L— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_"� SCALE: N.T.S. S5 12 6.9 1 MAX. S5 ALTERNATE NON -DROP GABLE END DETAIL MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL rM GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 I I e ,11-- ,,II.. F II ` a °'11-\. . 11 . e oI1, a e 1k - .a 4 ,` a .II ° 11,-I ° a111 . 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. SCALE: N.T.S. \ S5 "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3)10d x 3" AT i • EACH CONN. @ 24" 0/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 ut--- MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.0 TYPICAL Ord] 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 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LU ---- ---- .. LU 0 d- o 't O z O LU co � 0 Uj Q o Q _ X b T � w7 ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON —LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-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"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /-GABLE TRUSS I CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 11'-0" MAX. � C3 a d CORNER JACK Y w z CC 0 HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION ;01 10 Z 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 �p s _ E N v3 O O O @ (O N ci 0 J roNnN'- 2 cc - * W in 7LJi NLL z , La ��rn Z z �. o q;C �m O m W No MEc' �o(L Z n3 0 NaMz �d0 z U H ° ❑I3❑ W M 0 z � o z � N o � � ^Q) M l0 o EM W _ "- V W d O_ a Q O N N W o �3 wa F— o v m W m m r— E2 e O U o N • ¢ o Sm o w M M i O Z J U_ QE O E v zo p0 � rN <ry z® co <_ 20 V O (0 O E N O¢ �a z o V �� d z 9L % m rz 0 ro y 0 01 Z , J ¢ ° 1 z 0) N t3 3 S2 LL g° o z �w U O O w w� O 0 Io d = IIIIIIII� O z¢ r_ OVA �N 0 = m .J 2 W O > M .-. U nC �+ m o C: d- T >' 04 J r T O T O O � .Ty co M y M o z E O m a E U _ Q p, JOB NO: 20-2751 SCALE : AS NOTED SHEET NO. S5 -- - u� ..", (�r. iAlI4l7�lil 1 u^ - 1 11 T - II 3 m v 0 Ih 0 0 rC) N I N 00 C GI C) 0 0 J N I N r= 3 Q N 0 Ca C H E O S L v C C J y LZ 0 U ram. 0 U .o a 0 U J LZ 0 0 r� a O hi S m In 1x4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1x4 ( 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB REFER ( P.T. TO PRODUCT TO PRODUCT TO PRODUCT PROPER INSTALLATION M' 8 DO NOT DO THIS ` I 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN, APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" TAPCONS FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON @ EDGES AND 12" O,C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X$ (TYP,) ` BLOCK@ SPACING „ PER MANUFACTURE 1 DETAIL O.C.2 ROWS INTO 1x8 P.T. FROM EACH END w/MIN. 2" EDGE DIST. ATTACH iX8 STD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d MASONRY THROUGH 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS 3 �� DETAIL STD, 9 ` @ TOP & CHORD, AND 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS T HOOK (TYP.) FACE NAILS 10d @TRUSS VERT. NAILS 1O R WEB TAP x 3 -1/2" TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. 1x4 LAP SHEATHING TO BOTTOM T BAND TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' ` JOIST TYPICAL APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O O.C. & 4" FROM EACH 1x4 — —� TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRING ' +2" NOTC F@ @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 LNOTCHWEBATTHE ` INTO BAND JOIST & (4) 1/4' 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" Q.C. 3-1/4" DETAIL +5A FIRST 2 COURSES ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP, 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK,) 1/4" MAX Q SOLID W/GROUT fi Z-0" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 8" 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS 1/2" DRYWALL * SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE a :• BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR �_ CONTACT ENGINEER OF RECORD FOR FURTHER INSTRucTlonls. SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA.&\, ;,..._' BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS OVERRAN :e CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. a, �.a INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 1-1 /2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4Y2WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4'MAX, RAD. USE (1) SIMPSON1/ TITEN (CENTERED) w/ xoVFRNgIV TO TRUSS TOP CHORDMIN. AT 1 C + �GTN 1 r rr -O 5 -Orr SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + BLOCKING AS + INISH FLO ° ... 2 x 8 BUCK -CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED REQUIRED D �1/4' MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + ° D.. #5 BAR ° :' BLOCK HEADER 1r SOLID BLKG. AT TOP BTWN. ARCH i n u 2 8 (5)12d NAILS SIMPSON SOFFIT + + + D • D „ D p 10 ° e D ° . ° CENTERED W/ - 99 H 1 X 4 FURRING BLKG. &BUCK H2.5A w/ 10 ) 2X6 TO 2X4 H , ®, D IN TOP o .. KNOCKOUT / N NAILS( EACH TRUSS D .� ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG• BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x s' CONNECTOR — O D MONO FOOTING CONT. W/ (3) °. SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL 7 AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY--/ SCHED. LEAVE A CUT OUT IN Q.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL .D ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" Q.C. ENTER SO IT DIRT Z TO BE INSTALLEDJBUILT UP PLWD. BUCK - PRECAST LINTEL ° ° STANDARD o 4'-0" MAX SEE PLAN SCRIBE (NOTCH) BACKSIDE 7116" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION > 90 HOOK N #5 BAR IN I TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'/2' WOOD FOR OVER HANG FILLED CEL L �' ' w �' ' ' 8d NAILSE� 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" Q.C. MAX, OR IF MASONRY (MAX. 4'-0") ♦ _ ♦ . ♦ ♦ . , . ♦ ., ♦ _ • ., INSTALL WDW, SCREW BTWN, OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ° ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-B ARCH DETAILSTEMWALL rK SECTION @ ENTRY L SECTION a@ ROOF EXTENSION M FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4 -1-0 SS SCALE: 3/4 - 1-0' SS SECTION DETAILS SCALE: 3/4" = 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 HOOKED DOWEL DRILL 34'4" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR 1 x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/2" NAILS TO STUDS & (1) - NAILHTT4 U S 1) 5/8" DIA. ALL THREAD ROD � #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED SIMPSON "SET" a z0 IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6.0. N. EPDXY MIN. 6" EMBEDMENT & SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. 3" MIN. EDGE DISTANCE 2 FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 61NCHES WHENEVER IT IS NECESSARY TO USE MORE O 9 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° , o D III a A REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN I BED JOINT. DO NOT FURROW. SEALANT o e ——) I I A— —��—I — -�0 P 0 a g j , — �- D #5x6 EMBE DED INTO PRESS PANEL REINFORCING INTO PLACE. - 6 MIN. LAP SPLICE W/ . � — — — D 7TI— � _ ? � � EXISTING FOOTING , 2 #5x6 IN CONC. ( ) COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. REINFORCING PANEL —� ¢ cn LO N FILLED CELL — DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT �-�-�• GRADE D. .' D1I 11- ` . SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p a \ \ G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE i14 REMAIN FREE OF MORTAR. NOTE: z_ ' H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g D ` 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 \ D (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. ;• t' co• •• �LQ '• /add�t�d 14ttlft\\\\�� 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. as E � Q v E N N V co N N N 0 2 (h -N '0 m LL J 4k j LL N d Z as a0� Z m N O C, m O .-. C N � CD pq W 2Ec° IL"twrO N Q M <0 J Q Z U U ❑❑❑ W z N o �g z o Q J M d N M � a _ 4 V� Y g .O 'm r U N c o L/711 =:)§ w` � � � m m r— E2 E O e = v o Lv `n Y Q In sm o W Cl) M a o Z l l W 0 gK Z� o ¢ N Q O E �,O 2® O E oa az az N L .o Q i WI W. (� Cn C z pY -W O 01 Fc J < ¢ z z u) Q az N W W Qo r- C -N J z 1 F >° C:)w� V 5 a, O0S N W .\ 0 M N O 11 r ' O m T `./ O O T 0 Q � co M M y cY o Z z E O ro m a E U v a � p Q c 0) JOB NO: 20-2751 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE 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. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS rr/ L- 1 V4 L/ l 1 I I A- r v 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 MAX & EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� _--z—WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL 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 PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �7A TRUSS G.T. ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM . 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE:NTS )IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE tOOF PLAN FOR MOI VFO (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN SEE FLOOR PLAN FOR I'd fl TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH BEAM RAISED ENTRY MASONRY WALL 4 SCALE:NTS SEE PLAN FOR CANT. COLUMN SIZE & BASE-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDUEDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR 0 SEE PLAN FOR CANTILEVER IF INDICATED CORNER L� SEE FOUNDATION ° PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"=V-0" MIDDLE BM. SPLICE OVER CENTER OF POST 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 s 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 OR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS — OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF s SCALE: NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x4 #2 SPF BRACING @ NAILING SCHEDULE EXTERIOR SHEATHING O FTLOOKER INFO. 4" O.C. INFO. 16" O.C. W/ 4 12d () COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2} 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW ROOF/WALL STUD) SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR T10)F FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. xx STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR k SEE PLAN FOR PLATE BELOW MASONRY WALL e 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2X4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. ° p W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR A. TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION .Q � COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. ° SECTION aC� FLOOR FOR CONNECTION MANUF. FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRYr8N�CONNECTION r22"�SECTION AT HIP GABLE 12 SECTION BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS 11111',� DETAILS & SECTIONS Nx\ 0 W !!h `N,. e. A�or ...... ONr� \\\� 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 Engineers signature and seal. ((/A (� M 01 CV N W 0 W d N J Xt W LL d (ii CV U1 M mLL 33 W (A °' a W Z -0c 0Wo @ m o m OM0 {� WM m 0 19 Em o a Z UM � � N 0 N Q co U 0 Z V J ❑❑❑ W In Z o z � z a a n Ul yn 1 M z G /n O W V lL Vi Y (� w o .OLn �ro c E w. w rn oil= 0 8 Q�o em o M w z o3 < J U_ ni E w zo � >I zo Z" E O wz oa O N XO O< <0 70 0 az o <ow� r� ru in C - C: z < Nm mo z cn <� 0 W aw �Z ° OEM a Q o. K g a Nw =� az >° Mj C:)w� � v za aF °3 �N 0 = J ^L1, ■ \ 0 IN > C'7 U W m ma 2 C r ° o O ■ J+ i V r O I 0 CN r NO o M co I iri co o Z z E O a E c0 a o JOB NO : 20-2751 SCALE : AS NOTED SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISITIVE BARRIER WEATHER 1/E BARRIER & iARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NO- BOTTO P1 Amr--1 4SHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �- 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 UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING HALF ROUND WINDOW I L/'1VI IIIVt.I r L Ql 1111I 2 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 #Q in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD VINYL SHOWER PAN SELF-ADHEF 1'-4" PER PLAN SHOWER SEAT lei SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER Z CL w d rn rn w U W W O RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A E0 la 0 0 0 0 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH V�, Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) a SELF -ADHERED FLASHING INSIDE CORNER �Ground� FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO NI DRIP ACCE SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS\� 2AL FRAMING 2AL SHEATHING 3AF PLANE WRB AK WRB FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a 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. Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. 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. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: 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 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2. In accordance with the flashing design or method of a registered design professional. 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAMDMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 0 CV �t- 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. e W Q � V E c(o O v. N O00 p7 t S M N N N 0 J � aND LL 0 0 '� .2 -a J 7 � J * W - J n. u' M Q N rn ,� M I emuJ u_ W ' N as 0Co Z mm0 @�� '5 0 r- m W Z LLW 2 E T rn N° s p a 0 co N M Z a O 5 Z ❑❑❑ W M M 8 co po N O _ z S ¢ v J th d N - M Z `Oo 0 v (D (D _ � U..) Y w n o LU L O rtr/^^1 v ' o N w. � � o w rn as ME � MEE 0 8 ml _ C U o c M ID ¢ o a Q o co JZ W co o � LL E zo o� >N ¢o i1 E d w ? z0 ❑ a rd o �a XCID oo oz < o E CD ao Qo Qa x �w L G 0 Y Nm 0 '0 0 Z- A J < aw z z rn M . oa z 30 V Io a W a� 0 o d � za a° c § =N 0 = > � ^L1 m W CU N LL N O CD �✓ m = ACV a) J r d7 = O r N co ui M M C) 1 co 0 Z z E O m a E 0 U ¢ p _J JOB NO: 20-2751 SCALE : AS NOTED SHEET NO. W P hlu�RfcANE Mounting keft (10 Gaugai + 2."X+112"X21T" Bolts - 1(12! CIS. A32S Ga*. gYpl) D 1 T Ui6tFl�r� Self-kirq Nuf Left i If &Xk Cass st Irt ' (may be cut' w) Right Hfacket(1i aage) 14Self- EW11i 5ocrt"& kC grit Bottom Edge ----Hurricane Strap ('i'pilai 3 In Rant) Front Cross Support (ray be cut to W) (16u) # 14 Se-Dri11r .Screen Thru Brackets A Back Cross Supportinto A/C.Unit Random Silo (Typical.+ 3 each side for hurricane use) Florida Department of Business & Professional Regulation Page i of Building Codes and Standards 326/2019 Product Approval Application Detail Cade Entity or Date Dade Date Pendlna Date Tv- Version Manufacturer Contact Endneer&License Validated By Validated Submitted FBC Approval Approved Status Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/12/2017 10/10/2017 10/172017 121122017 Approved Category: Roofing (352) 498-07-78 PE-75519 (334) 300-1800 Subcategory: Metal Roofing info@gulfccestsupply.com Compliance Method: Evaluation Report from a Florida Registered Architect or Licensed Florida FUR1657_I�,.1 Prndrrlct Professional Engineer Quathv Assurance Approved for Use Approved for Use Impact Deslan Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ outside HVHZ Resistant Pressure 1 0.032&quota Aluminum 5V Crimp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/12/2024 No Yes N/A -NIA/ over 15/32&quot; Plywood -106.5PSF 2 0.032&quot; Aluminum Gulf Lok Min 0.032&qud; Aluminum Gulf Lok 16&quot; Wide 04/122024 No Yes N/A +N/A! Roof Panel over 15/32&qud; Plywood -116.OPSF 3 1&quot; 24ga. Gulf Snap 1&quot; Gulf Snap 24 Ga. 17&qud; wide Roof Panel 04/122024 Yes Yes N/A +N/A/--131.OPS over 15/32&qud; Plywood 4 1& uot; 24 a. VersaLoc Q 9 1&qud; VersaLoc 24ga 16.5&qud; Wide Roof Panel 04/122024 Yes Yes N/A +N/A/ over 15/32&qud; Plywood -138.5PSF 5 1& uot; VerseLoc.032& ud; Aluminu m q q t& ud� VersaLoc min .032& ud� Aluminum over q q 04/122024 Yes Yes N/A +N/A/ 15/32&quoL Plywood -101.OPSF 6 1.5&quot; 24ga. Gulf Snap 1.5&qud; Gulf Snap 24ga. 16&quot; Wide Rod 04/122024 Yes Yes N/A +N/At Panel over 15/32&qud; Plywood -116.OPSF 7 1.5&quot; 24ga. VersaLoc 1.5&qud; VersaLoc min 24ga. 16&quot; wide Roof 04/122024 Yes Yes N/A +N/Af Panel over 15/32&qud; Plywood -123.5PSF 8 2&quot; 24ga. Megal-oc Min 24 Ga. 2&qud; Megal-oc 18&qud; wide Roof 04/122024 No Yes N/A +N/A/ Panel over 15/32&qud; Plywood -108.SPSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&quot; Wide over 15/32&qud; 04/122024 No Yes N/A +N/A/ 96.7PSF Plywood 10 24 Ga. Gulf Seem Min 24 Ga. Gulf Seam 16&quot; Wide Roof Panel 04/122024 No Yes N/A +N/A1-93.5PSF over 1x4 Wood Purllns over 15/32&qud; Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam, 1 3/4&qud; Snap Lock, 04/122024 No Yes N/A +N/A/ 18&qud; Wide Roof Panel over 15/32&quot; Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Rod Panel over 15/32&qud; 04/122024 Yes Yes N/A +N/Al Plywood -156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/-131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Rod Panel over 1x4 Wood 04/122024 No Yes N/A +N/A/ Purlins over 15/32&quot; Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Rod Panel over 04/122024 Yes Yes N/A +N/A/ 15/32&quot; Plywood -161.OPSF 16 26 Ga. Gulf ok L Min 26 Ga. Gulf Lok 16&quot; Wide Roof Panel over q 04 /122024 No Yes N/A +N/A/-63.5PSF t5/32&quota 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 of2 Building Codes and Standards 32e2018 Product Approval Application Detail Quality Assurance Approved for Use Approved for Use Impact Desl n Sea # Product Model. Number or Name Product Description Contract Expiration Date In. HVHZ Outside HVHZ Resistant Pressure 18 26 Ga. GuIfPBR Min 26 Ga. GuIfPBR Rod Panel over 1x4 Wood 04/122024 Yes Yes N/A +N/Al Purlins over 15/32&quota Plywood -151.7PSF 19 26 Ga. GuIfPBR Mn 26 Ga. GuIfPBR over 15132&qud; Plywood 04/122024 Yes Yes N/A +N/A/ -154.7PSF 20 26 Ga. GuIfPBR Min 26 Ga. GuIfPBR over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15/32&quot; Plywood -151.7PSF 21 26 Ga. GUIfRlb Min 26 Ga. GUIfRIb over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15/32&quot; Plywood -164.2PSF 22 26 Ga. GulfRib Min 26 Ga. GulfRib over 15/32&qud; Plywood 04/122024 No Yes N/A +N/Al -159.2PSF 23 26 Ga. GulfRlb Min 26 Ga. GulfRib over 15/32&qud; Plywood 04/122024 Yes Yes N/A +N/A/ -159.2PSF 24 26 Ga. GulfRlb Min 26 Ga. GulfRib 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&quot; Plywood -123.5PSF 26 29 Ga. GulfRlb Min 29 Ga. GUIfRib over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/ -146.OPSF 27 29 Ga. GulfRib Min 29 Ga. GUIfRrb over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 7/16&qud; O.S.B. -101.OPSF 28 29 Ga. G6IfRlb Min 29 Ga. GulfRib over 7/16&quot; O.S.B. 04/122024 No Yes N/A +N/A/ -116.OPSF Search Criteria Code Version: 2017 FIL 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use onside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL � � } - _ '_, _ _ _::FW ..--�..., �;:. c.;. ��.�.._ ..._ ,-._4,_ _�����- , �fF�y� � �.. ,....�-. •_,..�r-_:,�:_. . z v F i s. ,3 _ to c .,,:..:.. ,... ,:7,�_..� , sh,. >_ -�_,� �,.-.:.: ems., _:.=.. ,..�.,: -ix ... - �"'�.'.? ,. . _�?6� .�' 1✓ , a .. s.>.'z,:n a ...... ... ....� >. .,-.,... v. 4 I�i_� Y . �iy�i`�Q' ..s .: .�k. �._.,�... :.-•.. °�';�., _ 'S„vu :� 4;.. 4 :�;�..�..n-3s,.re£s `'�4 ^'51,,�'',,, .,8r'. `�;.. :. w +-+�`._:�,- _ .. "�-.�.;.;. A3 HD210 2 FL17244.1 FL17232.3 ESR-345_5 ESR-3445 12/3l/2020 12/31/2020 A23 HU210-2 FL10446.2 FL10856.4 ESR-2606 ESR-2549 12131/2020_ 17131l2020 HD212-2 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 12/3112020 HD216 FL17232.3 ESR-3445 12131/2020 HU216 FL10856.5 ESR-2549 12/31/2020 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 12/3112020 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 FL17232.4 ES -344 R 5 1 2/31/2020 HU410 FL108 56.9 E R- 9 S 254 1 112020 2/3 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 HGAi0KT FL11470.4 SIM200803 12131/262- TO HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL11470.4 SIM200803 12/3112020 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 12/3112020 HTA16 FL17680.4 Evaluation Report 12131/2020 HETA16 FL11473.5 SIM200802 12/31/2020 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 12/31/2020 HTT16 FL17324.2 Evluation Report 12/31/2020 HTT16 FL11496.1 ES-0130 12131/2020_ HTT45 _ - FL17324.2 ___ _ Evaluation Report 12/31/2020 HTT22 FL11496.1 ES-0130 12/31/2020 --- ...... ........ 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 12/31/2020 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 12/31/2020 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 12/31/2020 HTWM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473,11 SIM200802 12/31/2020 HUGT2 FL6223.3 Evaluation Report 12/3112020 HGT2 FL10456.18 ESR-2613 12/31/2020 HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456,19 ESR-2613 12131/2020 HUS210-2 FL17232.6 ESR-3445 12/31/2020 HUS210-2 FL10856-R4 ESR-2549 12/3112020 _ HUS212-2 _ FL17232.6 _ ESR-3445 �^ 12/31/2020 HUS212-2 FL10856.11 ESR-2549 12/3112020 HUS26 FL17232.6 _.._._ _ . - ESR-3445_ ..e.._ - - 12/31/2020- HUS26 171-10856,11 ESR-2549 12/31/2020 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 12/31/2020 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 12131/2020 JUS210-2 FL17232.11 ESR-3445 12/31/2020 LUS210-2 FL10655A07 ESR-2549 12/31/2020 JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 12/31/2020 JUS26 FL17232.11 ESR-3445 12/31/2020 LUS26 FL10655.111 ESR-2549 12/3l/2020 - JUS26 2 _ _ FL17232.11 - _ -- _ - --- ESR2445 ---/ 12l31 2020 LUS26-2 F 065 L1 5.112 ESR-25 49 12/31/2020 JUS28 FL17232.11 _._.. ` _ . _ ...... - - ESR-3445 12131/2020 LUS28 FL10655.113 ESR-2549 12/31/2020 JUS46 FL17232.11 ESR-3445 12131/2020 WS46 FL10655.118 ESR-2549 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR-2615 12/31/2020 KST260 FL17244.15 ESR-3455 12/31/2020 MST60 FL10852.7 ESR-2105 12/31/2020 LSTA12 FL17244.18 ESR-3455 12131/2020 LSTA12 FL10852A 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_ LSTA30 FL17244.18 FL17244.18 ESR-3455 ..... .... ESR-3455 12/31/2020 ....... 12/3112020_ LSTA24 LSTA30 FL10852.4 FL10852.4 ESR-2105 ESR-2105 12/31/2020 - __.... 12/31/2020 LSTA36 FL17244.18 _ ESR-3455 12131/2020 LSTA36 FL10852.5 ESR-2105 12/31/2020 _ _ _ ..._.._..-- _ - LTS19 --- FL17219.2_. _.....- - --._.._. ER-0200 - _..._.. 12f31/2020 LTT19 FL11496.3 ER-130 12/31/2020 LTS20B FL17219.2 ER-0200 12/31/2020 LT720B FL11496.3 ER 130 12/31/2020 1-717131 FL17219.2 ER-0200 12/31/2020 LT1131 FL11496.3 ER-130 12/31/2020 LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 12/31/2020 LUGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 12/31/2020 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 12/31/2020 MP34 FL17244.23 E_SR-3455 12/31/2020 A34 FL104463 ESR-2608 12/31/2020 MP4F FL17244.24 ----- ----ESR-3455 - - - -- 12/31/2020 LTP4 FL10446.19 ESR-2606 12/31/2020 _....._..._....---......._......... _. MPS -- - __......__ FL17244 22 �_........._.__..__ _. _.__..._......................._....__..., E_SR-3455 _ 12/31/2020 LS50 FL10446.16 ESR-2606 12/31/2020 MPH3516 FL17240.3 _ _ ESR-3447 12l31%2020 WM1416 FL10667.86 ESR-2615 12/31/2020 MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 12/31/2020 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 FL10852.9 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 12131/2020 MSTC40 FL17244.26 ESR-3455 12/31/2020 MSTC40 FL10852.11 ESR-2105 12/31/2020 ----- ............_.... MSTC52- - ----._....... FL17244.26 - --.....__..........._......................_.__._..._.._..._..-------...._..._..._..._.... ESR-3455 .._..---......- ... 12/31/2020 MSTC52 FL10852.11 ESR-2105 12/31/2020 MTW12 FL17244.8 ................._..............-_..-__-....._._.........._..... ESR-3455 12/31/2020 MTS12 FL10456.33 ESR-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 12/31/2020 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 F_L17239.13 . --._-ES_R-344_9 12/31/2020_ GLTV3.516 FL10667.8 ESR-2615 12/31/2020 PH_D2A F_L_17219.3 -v - ----- 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 12/31/2020 RFUS FL6223.5 Evaluation Report 12131/2020 H1 FL10456.5 ESR-2613 12131/2020 RS150 FL17244.27 ESR-3455 12/31/2020 H10 FL10456.6 ESR-2613 12/31/2520 RT15 FL17236.3 ESR-3448 12/31/2020 H10-2 FL10456.7 ESR-2613 12/31/2020 RT16 2 FL17236.2 344 ESR- 8 12131/2020 H10A FL10456.6 ESR-2613 12/31/2620 RT16A FL17236.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2613 12/31/2620 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 12/31/2020 . ......_.__ RT4 RT5 _._ FL17236.3 . _._, .._.__FL17236.3 ESR-3448 - - ES_R-3448.,, ....,., ..... .. -. 12/31/2020 ..............._ 12131/2020 H5 H2.5 FL10456.15 FL10456.11 ESR-2613 ESR-2613 12/31/2020 ....... 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 12/31/2026 RTSA FL17236.3 ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 12/31/2020 SO FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 12/31/2020 SP724 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 12/3112020 SP8 FL10456.45 ESR-2613 12/31/2020 SPT8 FL17244.32 ESR-3455 12/31/2020 SPH4 FL10456.46 ESR-2613 12/3l/2020 _ SPTH4 SPTH6 _ FL17244.32 FL17244.32 _ _ _ _ _ ESR-3455 ESR -3455 12/31/2020 1 2!3 202 1/ 0 SPH6 S 8 PH FL10456.47 FL10456.48 ESR-2613 ESR-2613 12/31/2020 12/31/2020 SPTH8 FL17244.32 ESR-3455 12/31/2020 U24 FL10655.141 ESR2549 12/31/2020 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 12/31/2020 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 12/3l/2020 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 12/31/2020 THD412 FL17232.16 ESR-3445 12/31/2020 HDQS-SDS3 FL10441.1 ESR-2330 12(31/2020 THD612 FL17232.16 ESR-3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 1213l/2020 THDH414 --- ..._.._........ ........................_...._..........._..... UG m FL17232.17 _._ . _.. _._...._..._............................................_.............. FL2033.1 ESR-3445 .._.......__--... _ .... ..__._._.._....--.._..__......................._.._._........................................._..__....__..,........ Evaluation Report 12/31I2020 12_/31/2020 MSTAM36 MSTCM40 FL11473.19 FL11473.19 SIM200802 SIM200802 12/31/2020 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 LGUM26-2 FL11473.12 SIM200802 12(31/2020 t i PRODUCT APPROVAL SPECIFICATION HEET c2018? 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 i Cate o /Subcate ory Manufacturer Product Description royal Numbers) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fi r-Classic and Smooth -Star NON-IMPAC FL20461.1 + 67.0I-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FI20461.9 +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 +40.0I-40.0 psf 12/31/2020 PGT Series 5570 F1 251.10 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 WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf 5/21/2028 D. METAL LOWERED DRS Curries Division ofAADG, 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 +50.0l-55.0 psf 10/8/2023 PGT Series 6500 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/-40.0 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 NIA 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 N/A 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 Underlayment 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 RV10 FL21580.3 N/A 12/31/2020 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 GulfCoast Supply& Manufacturing, LL 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12131/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ 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 NIA 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 I The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following . ro I _ Informafion must be available to the Inspector on thefobsrte; 1) copy of the product approval, 2) E 1 _.. a tI i I 1 ; APPLICANT SIGNATURE DATE Cll N tn C0 O O +� U O L 0- Q O O L C Co N C CU CU O 0 O q O _ (U O O CU LL 4- 0 CU > •C L 0 i cclu) - .C: U) Q Q L� Q Z W J z V J CU 0 CL O U)/W//� M m CU UJ C Q n ' Z Z a J d. - -^�.r- -r-- -- - _-.....A_.. , i I I I i l" I s i I 14010LN':P.�1.0 1 �1Yll:..t Ii i€Ilt-i Ilti;;:iliJll � SHEET NO. PA 1,0 rlon0a ueparmlent of Business a rroTesigonai Keguta)ton Page l of a Florida Department of Business & Professional Regulation Page of 8 Building Codes and Standards 12/122018 Building Codes and Standards 12J121ve Florida Depafinerit�Business & Regulation eg Page, a 1 Florida DePardrlent Of Bulartlaes &Professional Regulation Poe 1 a 1 Product Approval Application Detail Product Approval Application Datail Build' Cedes and Standards Standards Product Approval Application Detail 1n2p1e BuildingCodes and Standards Product Approval Application DotaH +152o18 COM. E^aty or. 12ats Ratf. Date Pendlna gs)g Code Entity or 1j,gjq jute Data Pendlna WA jyga Version Manulaekurer i9nta9t Ertalneer BLleense Vdldaked By Yalidsisd Submitted FBCAooroval A--cl statue I= Venlon Msouteaurer Contact E-Insr&License Validated By Validated Submitted FBCAooroval ��01 pLhl Revision 2017 Therma-Tru Corporation Pock Wright Lyndon F. Schmidl, P.E. Ryan J. long, P.E. 10I752017 O7/122017 1D/182017 12(122017 Approved Revision 2017 Thermo -TN C.,I Rdt F. Schmidt. P.E. RYen J. King, P.E. 121102077 12t1372017 12212017 02713/2018 Approved Ram Entity or 20 20 l i20 Dada anew a 20 Ra 20 Category: Exterior Doors (479)298-t740 PE-43409 (g13)767-6555 r Dion Category: E:derror Doors 9&1740 PE�3409 (813)767.6555. 298-1 PE-434 IYE! Ystll14II ttNf�m SdWefd EOa�I[,#,L� V.IM.rd By yaHd�(( gyps lyg yy�gp Enoewr8uoamo Vaudabd By yy� 9ubCatenary: SmAnging EkbrtorDoor Assemblies rickw&nvbldgconsuaads. SubCetepory: SVAnghg Exlertw Doar Assemblies r1clov riclnv&wbidigoonsullris. Revision 2017 TMmn-TN Corporation Rink WrlpM National Accreditation & ityan J. Kelp, P.E. 122Br2017 09212017 121222017 Approved Revision 2017 TMnne.TN Corporation Rldt Wright NWOrwl AcpedNatlon& Ryan J. KNp, P.E 12202g17 OyY2172017 122212017 Approved Compliance Method: Evaluation Report Rom a con" Compliance Method: Evaluation Report from a code Cub r]darbr (41 a) 298.1740 Management Inelsub (813) 787$556 Calif b Doom 2e8.1740 Management leatltete (813) 787.6555 Flodde Registered Architect or a Licensed Florida en Florida Registered! Architect or a Licensed Florida gins SubCabpory: Stvinpdnp Exterior DarAaaambfte oleg ridnv®nwbWg ansuaanb. subCabpory: Sw'IrnWeg Exterior DoorAuamblM ti ry: Swinging dclav ooneu[anb. ddnv®rwbMy Professional Engineer ProlasyanM Engine CompOu Noised: Certification Mark or LWNg tam CowoUr M, N DertlSntlon Mark w Lteaxg own FLamd81-R2 FrotWeb .. .FL1am464449 Product. .FLIM§2254U Produces FLJM62254t4 Products Duality Asaumna Approved for Use A--dfor Uu 1-1, gam QLWIty Asaun a Ao rovedfw Use Aporovedror Uee Impact Design OLOMW Asiamencoo Approved far llr Approvad far Use 10lited Dpypg Quality Assonance, Ago1oved forU" AoorarW for Ma bnom Deekin Sea; ProtluctMedel. Number or Nema Product Deaedwlon Contract Exwlratlon Dah In MWIZ Outside NV!¢ Resistant pup gee; Product Model. Number or Name Product 0... Hot[- Contract Expiration Date Outside 14VH2 � P MDMW t6"'°-rdrMimeProduct �E �g�- Doesdollon Contract EXDWatkm Dab In HVHZ ouim, HVHZ alati" WA 1 a. ThermtrTN Fiber-Clossic and Smooth -Star Nominal Irl F, uotNon-Im eat& a; O q p qu Opaque 12/372020 No Yas No WA 1 a. Therms -TN Fiber -Classic and Smooth -Star Nominal 6&g9;8 &quotNorNnped&gaol; Opaque 12/31202t No Yes No N/A 1 a. dquot;Clsnb�Crad&quot; and &quotBenohrtulk by BJB and BN Opaque Ntd Gbxetl FlbelpWe Door with 171d12021 No Yea No WA 5 e. 8quokSmoom-SbrBglrol; ant aquo08endlmerk by 815 and 7V0 Opaque and GMxed Fiharyleu Door with 12I312021 No Yea No WA Composite Edge Fiberglass Single Dow Composite Edge Fiberglass Skgte Door Therm-TN&quo5 end Weald Sgeaa. kMwMp and Ouhwkg TMrma•Truliqudt and without SMeNMhumming and OuMwing pnswing/OWswing; X coMlguretlon) prmvmglOutawhg: X contgurslon) 6 f. Thenna N Floor -Classic and SmodtfStar Nominal U939;0 &quolNon-Imped&quot Opaque 12J3112020 No Y. No WA 6 r. Therme-TN Fiber -Classic and Smooth -Star Nominal BIAS'0 & uolNorH q tnpectdqua; Opaque 12/3/2027 No Yes No WA Composite Edge Flberglsss Single Door Composite Edge Fiberglass Singe Doar pnawm teed ; X configuration) prawbg/odswtng: X cddlgundon) 9 I. Theme-Tru Fbar-Classic and Smodh-Sbr Nominal GWS:8 &quw;Non-Impact&quot Glared 12/31rz020 No Yes No N/A 9 I. Therma-TN Flow-Clesslc and SmodlrSlor Nominal 6&N39;8 &quotNon-Impscldgra; Glued 12/312021 No Yes No WA Compositeor Edge. Fiberglass Single Do Composite Edge Fiberglass Single Door nswin s/vl p slat rig: X configuration) �. X dmn 14 n. Therma-TN Fiber -Classic and Smooth -Star Nominal 8W9;0&quo1Norrlmpact&Wot Glued IM 12020 No Yas Np WA n. N - sec a n qu ;. RO o as NZA Camposlte Edge FlDargleasSingla Doa n....,..r.,.._..... y rjt. '..e._, Composite Edge Fiberglass Sings Doar Onshvir rMna: X eon8yure5eN Florida Department of Business & Professional Regulation Pag.2 02 Florida Department of Business & Professional Regulation Page l a l Building Codes and Standards /0=0 Building Codes mid Standards +a2o1e Product Approval Application Detail Product Approval Application DataH Florida Departrnent of Business & Professional Regulation Building Codes and Standards Product Approval Applkatlon Detall Pave I a+ IMMIS Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape+al vmmle FUH53y45 §ggg Products Product Model. Nunberw Name .'? . Pnoduct Deswlntlon ' •• Quality Assurance Contract Emlratlon Dale Approved far Use in HVHZ Approved for Use Outside HVIH iDIP>14t Resistant D Press 13t1 Smdt ENbLg 21h Data DwPwa■ 21M ELn41RBi 226 Enft or lglt 20 Dra eeae 211 t]LMW1$29 29de _ _. _ _ _� _. Endly Data Do Deb Ponalloo _ 21k 1 SERIES 420 ALUMINUM BOO SERIES 420ALUMINUM S000XO 12/31/2= No Yes No ri g WA �lfe V-1- mosideaties 221= EncofteraklJourami YdWIWM Yeldow Llimwfi FECAmormol mmsmad Ahem Ise yeatilen IirGllistslix Carried EI dmff.Wene WildetedBe VANdim iftamiod P13C.ADDroVA Apg®ud AN" ],Epa vNelan Nesimsele Cmftd EOdifterALdfaree Valiamw y,odop Ll FINCAgotslm( Aoolmmd Am" 145-3/4&qua;x80&quw;NON-REINFORCED RMdew 2017 CbPay OUR" Pladuda Canprry Mark YYaeterSeld IM ftk Testlrp Services KA, Gary Pfuehler IirlSM17 0&1102017 121052017 Approved Revision 2017 Cbpay Building Products Company Merin vvasb& rld Interiak Testing Semen NA, Gary Phahler 111:2mil O&MO/2017 121052017 Approved Revision 2017 POT lnduebles Dean Ruork MtarM-Wde OCCO-CER WasnWhale SCCO-VAL 1220=17 11282017 12252017 Approved 2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO. XX 121312020 No Yes No WA Category: Ext*rbr DoDb (513) T704N52 Igo. (513) 51"5W Category: Exterior Doom (613) 770.8082 Inc. (513) 51"WS Category: Exterior Doors (241) 48"100 (785) 316-2590 96&qud;x80&quot;NON-REINFORCED Sub0oll": Sodlonel Exterior OwAseembiles nweWrll "Atlopey mm gubCoNgery: Sections! Exterior Door Assemblies KnvesterSeNilliebpaY.mm Subcategory: sadag Exterior Dow Assembles dNerk®OgthdustrMteom 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12/312020 No Yes No WA Compliance RWtmk Coitce Mark LWag Comenoreee MaaeW: Certification Mark or LMbg Complbnue Method: Certification Mark orLlsBng 145-3l4&quot;x96&quoF 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 1213M020 No Y. No WA XO,XX96&quLUMI&qua; Ap�,Use Al�,for WRO Dale A � � OuL% the, Astdrovaell for latest; ofthad 5 SERIES 420 ALUMINUMsiGD REINFORCED 4xW&qucONUM SGD REINFORCED XXX 12YJ72020 No Yes No WA 14 qu 143&quotx96&qua; ! 37 037 VYS-09 PAN-2F151: 84A, 94, 73, 75, 15W, 190, 78, P Ind Steel Pun (not, 25 9L) 81ngl*Cer (up to WW wWs) 05/212026 No Yee 1 pa m No -30 PSFI.32 Mat 53 053 W5.16 PAN-21a153: 84A, 94, 73, 75, 15W, 190, 4RST, In.ItYlI2 Steel Pen (min. 25 ge) Doubkt-Car (97 to IWT 05212028 No Yee i Pam No t30 PSFI30 AKt Product Matlet. Wprre.r arum. 10 SOD-6570 (Loge Missile knpact) ffiWfor Vinyl Siding Glace Door 04114=1 Yes Yn 1 Pmayn Yes WA 78V, 4RST, 4RSF, MIST, BRSF, 4RST, 48, 42. 55, 488, VNNOCODE&{174; YZ Garage Dow PSF 4RSF, Il BRSF, 48, 42, 56, 488, 426, 655, GDSS. wide) VANDCODEW114; WS Garage Dow Par 42B, M. Go-% GD55V, GR5S, GR5SV, AR6S, AR5SV, GDSSV, GRII OR6SV, ARSS, ARSSV, E06S. ED68V ED6S,EDSSV Florida Department of Business & Professional Regulation Poe 1 a1 Building Codes and Standards a Florida Department of Business & Professional Regulation Building Codes and Standards Page 2 of 3 120/2020 Florida DepaMtent of Business & Professional Regulation Building Codes and Standards Fags 1 a I 1050018 Florida Department of Business & Professional Regulation Building Codes and Standards +n+e Product Approval Application Deten Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FLe1f5774t7 21111111 M121Design mgl Revision 20t7 CURRIES Division of AADG, la Category: Exterior coon Sub0ift": Exterior Door Components Caagtlrw Meier D CeNBallon Mrk w LWtlag Fla11a374t7 Produae Ease $ Rdk 299 Do* t� 21k g4�t Ebner U- ValWYe�t YIN&M Litia.p FWAMoval Approvals $yyK Dell 494,28M (� 888-4707 Approval DWb Dave UL LLC Ted Bemrn, PE 11f902017 1028/N17 12,05/t017 dave.dWk:Mapaabby.a m F11k1749BA5 Protkldc - L7 � 1012 version Meutacw Revision 2017 clopay BWMirg Producte Company Cetegasy: E40W Doors alrbCabOorY: Sadbml Extedw tow Aenmbaas CompWna Method: cambric~ Mark w Using �yL t� )tea t�i� Sdofut Eeabw&Lie Volodided.8, YtAdabd lwmWd l��tal Mark VV4alerbid IrnbMk Testing SoNloae NA, Gary Pb*hbr 1121=17 08I10)2017 (513) 770A082 In& (513) 519-OW nnaterBeWQadopay.am Da Aamlrsd AMR 12I052017 Approved lHtte2iMBlf �a Mint YWlaha RevWbn 2017 Cbpay Building Products Compaq Cehgwy: Exterior Doom Subcategory: Sadbnel Exterior DoorAtsembfts CoseplMnu Method: CMMcation Mark. or Lbfing Entser to 115 1 ggdw VallhbdBy yp)p� E P11CAoormul Mark VWstore4ld Inleak Testing SONIon NA, Gary PNehl*r 11/te2D17 WIM017 (513) cep. (513) 51 rmaasbdNM@doPaY.cwn )0 Approved 12M52017 thYa Approved Quality Assuance Aooroved for Use Approved for Us, finvad Sea k Product Model. Number w Mame Product Dearxidlon Contract Expiration Date In HVHZ Outside HVHZ ReGam Pressure 2 185 SH 52x72 Fin/Flange Frame IG/SG Single Hung 10/082023 No Yes No-601-60 Laminated Glass Let Sys In WAM 1 Pressure, AMA Pin In HVHZ i IhaWet Pnwla L92 Aoorond M ter AoorprW far Use In ts(ai o,�omm2 blow 1 modest Protestant 1 607. 707. 727, 747, and 847 Single and Palo of Doors Flbh, Glazed, and Louvered single and peen of 12072026 Yale Yas Yea N/A f10lder MOW door. a6 095 W8409 PAN-2F1 53:73, 75, 84& 94, 42, 48, 428, 4BB, 4RST, BRST, Gas, GRSS, ARCS, ED68 Steel Pan (min. 25 ga.) StegleCu (up to 97 Odds) 05/2121128 No Yea WINDC0DESM174; WO Go" Dow No -38 PSFA42 PSF 102 102 W O-16 PAN-2F153: 73, 75, 844, 94, 42, 48, 429, 485. 4RST, SRST, GDSS, GR5S, ARSS, MOSS Steel Pan (Den. 25 ga) DoubW Car (97 to 167 05212028 No Year vide) WANDCODE&f174; WB Grua Dow No a37 PSFM1 PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2.12 IM2020 Code Ertb or 292 Data Date Pending 2e mm Version Manlactura Contact Enanew & License Validated NValidated 9uhmltted FBCAooroval Approved status ReAslon 2017 MI Window and Doors Brent Sitlinger American Architectural Sleven M. Urich, PE 0W42019 06/04/2019 OW72019 Approved Category: Windows (717) 365-3300 Manuf-Wrere Association (717) 317-8454 Subcategory: Fixed bsitlinger@miwd.mm Compliance Method: Certification Mark a Listing FW5349.R12 ProdLrds Qualty Assurance AogrowdforUse Approved far Use Impact Deal 'Sea # Product Model. Number or Name Product Dascrlalon Cmdract Exaratlon Date InHVHZ Outside HVHZ Resistant Premne 1 185 PW 73 x 72 Insulated Glass 04/032023 No Yes No .6ol-6O Florida Department of Business & Professional Regulation Pop 1oil Building Codes and Standards 115=16 Product Approval Application Detail !3 S96 EtdW or Dsk Rah go Panama nude Ile veMIsO itaffileasim Contest Eoalaw(LlLicense valkbMBy Valdabd 111etI18nIW FBC Aermal Approved 29" Review 2017 Theme -TN Corporation Rink Wright Lyndon F. Schmidt P.E Ryan J. King, P.E 10118=17 10flOW17 10222017 1211212D17 Approved Category: Exterior Door (41e) 298.1740 PE-43409 (613) 767-m5 aubCNpery: Where Exterior Door Assemblies rk*wmnwbk+eamubnb. Crsaplioaa Method: Evaluation Repot town ■ own Florida R*yWbnd Architect w a Llar"d Flodds Probubnal Erpbur 191.87111404til Prodmb awdk wmm A ,m[Jhs Aporovedfbtlse snidest Do e ptgLa Product Modet.Number bwas g CaWfctemketlonolds IL1tA?Y ! Reattom Pnw% 1 a. &quotFbenCbsakdquot, &quotSmoothSrar&quot, 811#39;8 4liquoternpsta8quot Oozed Fiberglass 12131=1 NO Yu Yu WA &quotClaseECrouquot w&quotclseslo6ra8 Single Dew- N lowing or Outawing C fgumbon Ruobo&quot "31a2415 Ymian IMmdehln[ Rovtelon 2017 James Hadle Bulldog Products, Inc. Catpory: Panel Web SubCabgpry: Siding ComplMaa MoSmd: Evaluation Report item a Florida Registered Arrhba or. Licensed Florba P lapbal Engineer PLA43102 WIProduck Lgt ProdtatMwlM. NtanhabM.nr 2 HarobPlank lap Shag Florida Department of Business & Professional Regulation Page 1 of I Florida Department of Business & Professional Regulation Pays I a I Building Codes and Standards +temple Building Codes and Standards 116=18 Product Approval Application DOW Product Approval Application (Detail 14J1263420 220 EIMN or Data Daa Dub Penang Io FLA2311411211 Dade Enft Or 21M 21e Due Pervade gIK LM Vorsleo NMR&Gww context Enako LLlees VaddawdN VANabd tlgQmlgsd FWAWval Approved Inaba Is Ysal9n malatitailm Contact Engineer Allense, VaNdYdbc Vagd@W &kmftt FWAealal Approved Boa Revision 2017 POT industries Damn Rurk MiamW W*BCC.O-CER Mlemi-Drum 9=0-VAL 12202017 12N8/1017 12J252017 Approved Revision 2017 POT Indus6lw Dun Rua* MtemFDWe DOW-CER Miami -Deft SCCO-VAL 1201AW17 12I08/2017 12262017 Approved Cetoaxar: WMndows (941) 486-0100 (786) 315-2590 Cetestry: Windows (941) 4WO100 (788) 315-260 Subcabpory: Fixed dnuris@pgUrdutrles.00m SubCabgwy: Single Hung dnbrl■pgUWables.com CompBenceWSIod: Codification Mark w Lk&V Complhrrse Method: CadScadw Main or LWtleg Aparoved ffiypa ApprovaidtfUsee bmad Design GLOW Assurance Aprovef for the Approval for Uso )aQpM Dote too! Product NOW Had [l!ffimlftedade contried Kilandion Data 1, HVHZ 01doddle HVHZ SMmaa Pry Let P 1g.HVNZ td oeta.HVM 13aaahat Paean 9 PW-6520 (Lase M"% ID4rad) Vinyl Fixed W i dov 049f202o Yse yes, Yea WA 7 SH-6SOD (Large Missile Impact) Vitro Single Hung Wkdbr 0713M020 Yu Yes Yu WA Florida Department of Business & Professional Regulation Fed.1 a2 Florida Department of Business & Professional Regulation P.y.1 a i Building Codes and Standards V20/2020 Building Codes and Standards 115=8 Product Approval Application Detail Product Approval Application Detail . ,. .... Quality Asawance Approved for Use Approved for Use Imoaa Design FLM14t11 itIEh EndW Dag 20Data PUMMM go ELi¢ili$E 220 HVHZ ass ct r Resistantrallant Date hiss vmlgn Maas classes:demlN Er.Lr� VoudowValid hd Eller F9CAeaval Approved Am& Review 2017 POT IWusblee Man Ru sk Mlem4Dade SCCO - CER MWmW3*Oe OCCO- VAL 129ISM17 11/1SW17 120DO 017 Approved Category: Windows (941) 48"100 (758) 315-2590 MIJIM INNIM visidleam Revision 2017 Jame Hadle Building Products, Inc. campy: Perot Nbls -in Vertical Aluminum Mullon 12J312020 No Yas Yes N/A bubCWpby: Muabls dNak®pptlMus6bs.00m Subcategory: Sldkg Compliance,Maaatl: Certification Mark orLtetlnp CapplWwe Method: Evaluation Report from a Florida Flagellated Arddbd or a Liaaed Florida Ekso;s 1PRd" Probwbdal Erglar Approved for Use A-,d far Use 1tmm Damben Let mm!>Q 2wwdLws lid Prmm Pl.a131924t5Prodea t 1 elusions 10rAe Door* and Wlydoas Aluminum Mullions 06726/2021 Yet Yu Yes WA no Product Model. lilllllbefbName 1 Cemptenk Lop Siding Search clog& Florida Department of Business & Professional Regulation page 1 or I Building Codes and Standards 1152o18 Product Approval Application Detail ELtl2]!2,1111€ Csffiat ErAb [aLteee v.1le.raN ValkWWd settle eat FSCAooaYM Aetmat Alga mm Moalon lYoidealgat Piagshoug Zhu RoroW I.Ogewa John Southard. P.E 08I25I2017 06091017 08282U17 1o/102017 Approved RovWon 2017 Jame wile Building Products, Inc. (909) 349-2927 PE-24121 (352) 367-2528 CaMgory: Pant Waft piMeheng=A9t$lameaher SubCab": Siding dee.com Competence YsroC Evaluation Repot bun Florida Rogk*W Archbd or a L cwW Florida Professional Engineer Dga■(AW■ea Ae®atlfor JUse Approved for Clear 10219 Del■ Dab IOJDHS old Paula Let Product Modet. Nraubu or Name f bercennem lop sWbg 12/312020 Yes Yet WA WA 2 Hadialob nk Lap Sloktg Florida Department of Business & Professional Regulation P.a I Of I Florida Department of Business & Professional Regulation Pep 1 of 1 Building Codes and Standards 11WAIe Building Codes and Standards 115"Ie Product Approval Application Dehl Product Approval Application Detail nAS2 24R2 Etll Doh 21k Due Penang 1211 Cote Et1tlb M 20 2dt Dim pwkom 21M 990= aLiene YalWasdBy Validated EnIYffiLl PIIQAoowal Aeasffi Sam )7as version Minuted1■ cmdod aLk n velM.tedN V Ndubd 111kmaid FMAgnrsial Aealad Stec Fingeheny Zhu Ronald I.Ogawa John So~, P£ 09252017 08MS=17 oe282017 10/102017 Approved p/ mm 2017 AWWe Nick Thompson Lyndon F. Schmidt P.E. Ryan J. King, P.E. 10/042017 10/03=7 10/112017 121122n17 Approved (90S) 340-29ZT PE-24121 (362) 357-2528 Cabawy: Panel Web (330) 9224389 PE-43409 (813) 767-MB p*pehongxh dlitio aahor eultCbagory: eaN. mhompeonelaWWa.am dle.com Cmnplbae Mealod: Evaluation Report from a Florida Registered Archbct or a Licensed Florida Prasubnal Erglar Btti-Pmalma QLNM Ae!■oe Againavled lot De Aea7mdfor Use IMRIM Dale DelltLAHYane Approved jor Use, Aoomved for Use, mm 92wo p Contract Expiration, In HVHZ oubwe Reswimt Pressure Let ProduclYodNNuserbNama 1red Date 1. "M OMOM.HVHZ R.eleta+R P!asaoa 1Dsr-anrM lop siding 121312020 Yu Yes WA WA 1 a. &qupt278quot SM Wm or Solid Vinyl aria 1Z'31r= No Yes No WA 29r#=ZS 2 220 ]Sae YMaloa 1MEgffiLet ROVWM 2017 AWkle Category: Panel Web SubCa.": SdRk. CompWna Madh : Evaluation Report them Florida Registered Ardllbd or a Licensed Florida Pmfmloal Ed~ RAIM� products 22Lt Product Motet. Murnbor or Nww 2 b. &quotAwnce T4&quot Sofia Florida Department of Business & Professional Regulation patia 1 a 1 Building Codes and Standards 11VAIe Product Approval Application Detail Enter or RO Ra Dab PwAko no Contest smas![.2rLionerese, Validated N VmRdabd Lam FW Aeaind Agmsld Aide Freshens Zhu Ronald L Ogawa John Southard, RE OW116 017 01IN812017 08282017 10/10=17 Approved (OW 349-2177 PE24121 (352) 367-2526 pklgeltang.zhUQljanweha dle.corn RUdbAMUMM ApomaOfor SW Approved for Loa IM= Deign Product closed Contract Eigolindlota Dab InlD(F& ooftift 1VH2 Pawls iberrwmwM lop siding 12/312020 Yu Yale WA WA Florida Department of Business & Professional Regulation Pepe 1 of I Building Codes and Standards 115=18 Product Approval Application Detell EBHirsL Rea Rile 20 Santmd Prsaleml1kams Williams Illy MAN" johissisid I84emrmat Atlnwml them Nick Thampnnn Lyndon F. Sdanktt P.E. Ryan J. King, P.E. 10I042017 1QNU3rm17 18/112017 12122017 Approved (330)922-2389 PE43409 (813) 7674M n8wmpsa@alskle.com QuahWAsamnce Anprovocift Use, Aboarovdfor LAW heed Deign rP 10KHZ oubim NVXz ! prI Vent w SOBS Vinyl Sot 12/31r= No Yu No WA N N Vi W }a U Q 0 L_ .� V U -a N 0- U) C O Co -co ,�^^ VJ O Q O N O 0 CO L_ p Co �C6 .Cn CA a) O � />'� c Cn i1 .co � V ) a. L< 7iA I� r Cn ■ a� (D O U Cn O }^'� W co O LL CL � Q U O 0 U v, V m W Z Z Q J SHEET NO. PA 1.1 a nth tlali'1 11.t1.i1 tl itL 11 19 i _-F - E - --------- F__1 -�- Florida Department of Business & Professional Regulation Page 3 of Building Codes and Standards M201i Product Approval Application Detail Cod. Entity or Bye Date Date Pnana oars pee Version Manufacturer Type CQn1act Enolneer & License Validated By V IIM d Stormed FBC Approval Approved stsg Revision 2017 GAF Michael Stich Robert Nleminen John W. K—iii ich, PE 121t 12019 12M 12019 12/182019 cling FBC Appr• Category: Roofing (800)766-3411 PE-59166 (954)772-6224 SubcategoryAsphalt Shingles mstleh@gaf mp po Compliance Method: EVflluatim Report from a Florida Registered Architect or a Licensed Flonda Professional Engineer L#1D12d-R2d F tUaduaa Quality Assurance Approved for Use Approved for Use Imuact Degga Sea # Product Modal. Number cr Name Product Description Contract Expiration Gate In HVHZ outside HVKZ Resistant Pressure 1 GAF Asphalt Roof Shingles Flberglan reinforced 3-tab, laminated, Stab and 12ISQ022 No Yes NIA WA hipmdge asphalt shingles Florida Department of Business & Professional Regulation BuAding Codes and Standards Product Approval Application Detail ds 69"4ta Dde lea Ica! Vandea Ilmvistagal Caplet Edma-LlJrane yank mt Revabn 2017 LV. Thompson, Mc dba Thompson AnfifMArnl Tony Christman Zmtrel R Priest Lacks Bowden Metals Company (TAMCO) (313) 248.-W PE-74021 (33q 300-1900 Calggoly: Roofing tmvaona"tuoeng.— SubCetegorY: RooNg AcoMeorles that are an Impral Part of the Rooag System Compliance Mleho, : Evakmbw Repel from a Florida Registered ArdmBeo or a Licensed FloMs Professional EngMesr Page tat tr5201e '. I21k g!e Dab pAndw 21k Ydditd il&Mmd EWAM0299 Aelsed lama 101101i 10r10=7 10K7121717 121'1211 Approved Heal Product Model. Number or Name P- AOut"HVHZctiongived for gpggd Dells f�'ldEtl�.Qla $!0@e tlurdd 1'� 3 TAMCO 0a-Ridge Rod Vem with Soft 29 gat• 81011C rod —WON worm kft a bete 0610042025 Yes Yes WA NM Flonda Department of Business & Professional Regulation Page 1 M2 Building Codes and Standards irz0/2D20 Product Approval Application Detail 92& Sniff, or Dads Deaf Data Pending DN.e 7Type Vital- Manufacturer Engineer&ukvalidated Sir Y911ddS4 $D20LW3 tBCAmmoM Approved enema. Revision 2017 Baal Roofing Anderson Rabin IAPMO U ndom Evaluation GaryW. Wafirer 40/182017 10N62017 1o212017 Approved Category: Roofing (801) 350-6091 Services I.I.C. (205) 854-0160 Subcategory: Roofing Tiles RobinAnderson@bdml:co Compliance Method: Evalualon Report from a m FW7849-R14 Product Evaluation Entity Lewds for Use Approved for Use Impact Sso # Product Model Number or Name Product Description�o� 9917fiiad Ihmtbatlon Date In Hi Outside HVHZ Resistant Pheasame 15 ony aFrolic- ifl o, g Yes N/A WA 17 Saxony SOO- Country Slate, Hartford Slate, Shake, Slate, Flat Profile - Stockton, CA 12r312020 No Yes N/A WA Split Old English Thatch 18 Saxony 900 - Ccuntry Slate, Shake &amp; Slate Flat Profile - Henderson. NV 12/31 Q020 No Yes N/A WA 19 Saxony 900-Country Slate, Snake, Slate&emp;Splh Flat Profile - Luke Wales, FL 12/312020 No Yes NIA WA Shake 20 Saxony 900- She ke&amp; Slate Flat Profile -Lathrop, CA 1211 No Yes N/A WA I villa VW um Proll. -Orin— es 26 Villa 900 Medium Profile - Lake Wales, FL 12J312020 No Yes N/A N/A Florida Department of Business & Professional Regulation Page I to i Building Codes and Standards 11512018 Product Approval Application DeWI "4t1t-M fdo EWAV or 21M Rea m Dora Sree version lagldar&Du[ contact lmalexaJ Memt Vmffdded By Validated SUbMkb d FBC Approval Approved lama RMWon 2017 ITW Building components Group hro. Stuart Lewis IOC EvaNWn Service, LLC Y Mam M. Wrael, PE OWIW2017 06fi 017 0921/2017 Approved Gbgey: Structural Components (047) 9188473 (407) 681-1017 a1mCaYpary: Truss Plates sevMOSpMsKw.con Cenpi Matlmd: Evaluation Report from a Product Evaluation Entity or Na ProckiMa lagasill Dalkon bit" M. NumbeNamProduct In AgareYed forHVHZ Oultalthe HVHZ BUNN pressures 2 nW B=Alpk a Wraps Plate Meal Connector Plate 12/3112022 Yes Yes WA WA Florida Department of Business & Professional Regulation Page I of 1 Building Codes and Standards 1202020 Product Approval Application Detail II P.rdM or Qp(g Did. Date Pendma Date bLge Version Manufacturer CersM3 Encloser & John" validated By Validated Submitted FBC Aooroval Approved$tat- Revision 2017 TAMKO Building Products, Inc. Kent Eden Zachary R. Priest Lacks Bowden P.E. 10/192017 10/052017 10202017 12/1212017 Approved Category: Roofing (417) 624-6644 PE-74021 (334) 300-1800 Subcategory: Urdaleyments kem_edar@h m¢o.mm Camp Rance Method: Evaluation Report from a Florida Reg d M'sterachitectora Licensed Flonda Professiond Engineer - ,.. ... sea N Product MOW, Number or Name Quality Assurance g ggl Contras Emlraion Data Approved (p�JrjJj far Use Approvedfa Outside . Use Impact Diadem HVHZ Resistant P1@agyrg 6 No. 15 UL Asphalt saturated orcenlc felt 10/182021 Yes Yes NIA WA Florida DepaMxnt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detell FL Ddt adaLor mme version NMM&90= C-mild, l 3l lane YmNign lac P—wim 2017 LV. Thompson, it. de. Thompson Architectural Toy chessman Zachary R priest Lodes Bowden MNal Com)my (TAYCO) Cabgoy: ROOM (913) 2481 PE-74021 (334) 300.1900 WCWGQG BulhCeagoy: Roo" Accessories that ara an nefticoag.cen knee" pad dihe RooMg System compliance Method! Evaluation Rood from ■ Florida neglsLend Arddted a a Licensed Florida Proloseonal Etgtasr FLNIMB4t2 Produces Pagel al 1/5R616 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Ddt EBYmIa[ lYut V--h- IlemM&RIEZ Contact EDUlotaa,Liberals Vdkimbd.mt Review 2017 L.V. Thompson, Mot tlbs Thompson AmVim uM Tory Chleman Zachary R. Phut Looks Bowden Metal Company (TAMOO) (813) 2483458 PE-74021 (334) 300.1800 CaMBoy: Roo" 9aroWlooamg.can 8u8CMenery: Roofing Accessories that she an Integral Pert of the RootMp system 0an10 1 MPWW. Evaluation Report from a Florida RsgkW*d Architect or a Licensed Florida Proleselonal Engineer Pew i a i Florida Department of Business & Professional Regulation 1a2o16 Building Codes and Standards Product Approval Application Detail PLa16M84t2 ➢o 2da BO P.sa91m Rea Sdak EtdmLer YdMMrd lWistast FOC Amrs>rd Aggrsed lima LM V.W- migaiiiiagualt Contest P.mlee &LMr Validated 01 10/10=7 1011012017 10/172017 12112/2017 Approved Revision 2017 L.V.Thompson, Inc. dba Thompson ArtldwWral Tony Clmekwm zu"R Priest Lades Bowden Meal Comp6rry (TAMW) (813) 248 3456 PE-74021 (334) NO.1800 CakpOey: Roelkig pro er a : Roofing re n uaCekpory rg Accessories Bat a Intel Part of to Roofing System Compliance Meelad: Evsluawn Report Whom a Florida Registered Architect or a Licensed Florida PRHesebnN Elpkae "M84t2 Products Pawlaf Ir62ota Rta 21M DIVA POOM 20 dwidera Aubmad FBCADOMMM Approved lama 10/104017 10/101i 10117=7 121I 2017 Approved ! UM, A— Approved .for Use Am ,dfar User kaud 90" 2NIbL&MMM Approved for Use Accented for ties lassd Roo AMA 4tematattli !>e> Pfeefae lama BIB InHv i Outside Oali ROOMMM pn 1 TAMCO Fat Top OAS Vant wah B&Me for Tce 25 ga. static rod venluato with baste OBGarms Yes Yes WA WA 2 TAMCO Goaensdr Vent 25 get. 0910911 No Yes WA +01.52.8 B ul2 -Rt 21M Ra Dow Pend 209 Dds Mdd" fassi d FOC A,,-W Aggreed ANN lore! yarsMn ll1 101102017 10/102017 10/172017 12(122017 Approved Rwhiom 2017 Fbdda Meal Preclude Ins. Category: Roo6g 3ubCa"poryt Roofing Accessories that she an Mtegraipet ot" Rob" SyaWn compliance MMhod: Evaluation Report Aram a Florida RogkWrW Architect ora Licensed Fiords ProfeeslonalEngaesr Acbroved forLlas Ifamd Dean Lea Aube Prodwit Model. Member cir Whose, PmdLVLDNcfhwm Centered Emokethn Dab In HIM Outside HVM Bssaaffi En 3 3 - FLAMCO &qud;RV 10 Ridge Vemddquok 4 TAh= RoaM Top 094;Wp Vent with Bafee krTim 28 ga. defio rodvvmasor with h bNlte 091091 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of I 115FA18 Ent&or la no DabP"no Rd[ Consent Ventilated av yggpded ll FOCA—mvel IMM Clark Jong James L Sucker, P.E.@ Mid" John Rlener, 102512017 10/05=7 101272017 12M22017 Approved (904) 75&8400 CBUCK Enowft Pi dek�fienoo.om PE-31242 (561)414.7557 Accented far Uaa A ]arsM'il Deem pmchMtgaradpBn In HVNZ outside Ili RUMIRM t'1mu[e Aluminum Ridge Vents for pained rook fabricated 12/31IMM No Yu No WA from 0.025'Altimmm Building Codes and Standards Product Approval Application Detail Page 1 cf 1 IO2019 Code Wily or Date Data pale Pondino Data TVDB Version Manufacturer Contact Endnear&License VNitlated By vafieated ,Submitted FBC Approval Apnrovecl Staturis Revision 2017 Lomencro,.Inc Andrew Carter James L. Buckner, P.E. Steven M. Unch, PE 04/092018 12M 8/2017 04/15201& 06/122018 Approved Category: Roofing (501)982-6511 PE-31242 (717)317-6454 SubCategory: Roofing Accessories that are an .carter@lomenco.can Integral Part ofthe Roofing System Compliance Method: Eveludim Report from a Florida Registered Architect or a Licensed Florida Professiaial En(gneer "FLg172g2-R3Yredafcts -. .�--^-�-*^,-'—`^--tom•-.. - Quality Assurance Approved for Use Approved for Use Impact Dedim Sea 10 Product Model. Number or Name. Product Desaligion Contract Expiration Date )n I�{Z Outside HVHZ Resistant Pressure 1 Deck-AirTM DAA Low Profile, Polypropylene Plastic, Rea Vent 07/102021 No Yes No +97.5/-97.5 Machenicaly Attached to Plywood Deck. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of I 12012020 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i of I no2o20 92k Entry or gg{e Date Date pendlm )rig OA EBSa1L .REM Data Date Peni ino Data 13a19994t$ 2211121 T,yLn Vivedon Manufacturer Contact Ermineer&License validated By Validated Summoned FBCAooroval Approved Status TVD. Version Manufacturer Comas Fsameer&License Valltlaedev Validated submitted FBCAooroyal A myea Sffius IYut Ytal1gB ReNslan 2017 Glebe) Products, LLC. Tim Robinson Weller A. Tillit Jr., P.E. Jahn W. K622evicn, PE 09/06/2017 08/J12017 09/112017 171122017 Apprared Ravislon 2017 All American Shutters and Glass MIke Barbled Frank L. Bernardo, RE Troy Bishop, P,E. 10/182018 10/imois 10232018 12/112018 Approved Mg Compeneme Grout kle. Review 2017 mN Building Category: ShugeB ry: Shutters (954) 889-7545 PE-44167 1954) 772-8224 CatShutters ag°ry' 561) 712-9882 PE-0046549 954 947-0680 { ( ) Structural L.� category: PoaanW Subcategory: Storm Panels tim.rodnson@gppenl,com Subcategory: Storm Panels mikeb@allamericnshutte Subcalpory: Trials Plates Comoll Method: Evaluation Report from a CompUnce, Method: Evaluation Repot from a rs.com Commpiance Meed: hEvaluation ROW from a ArchNect oat intoned Flontla Ronda Registered Architect ore Licensed Florida Product EvaWe ion Entity Pofeeonal Engineer Praessionel Englnear Professional Engineer - -' '.' FlIH 7869d'{P Products -, - . QUNIN Assurance Approved -: .. for Use Approved for Use Impact .Melon Quality Areaarmce - Aoprovedfor Use Aooroved for Use I Impact Deslan lgg,� Product Matlal.Narrhe arMun Sept Product Model. Number or Name Product Description Contract Exotratlon Date In HVKZ Outside NVHZ Resident Pressure -# Product Model, Number or Name Product DescriptionCoradmlyd Elon WU In Hi nr ,y Outside NVNZ Resident fissure 1 fTW SOGJAWns, Higher Sbangtl (111 &amp; S) 1 20 Gage GalvaAlmd Steel Sam Pands/HVHZ Corrugated Gahronced Steel Stom Panels retained 12/31/2020 Yes Yes Yes WA I 24ga Galvanized Steel Storm Rands 249. Gd. ized Steel Slam Panels 121342020 Yes Yes Yes N/A Brel4!!�t raft bust V1IWan 1Mrsdssmau Revision 2017 rtw Buadkg Components Group ko. Calgary: Structural Components Subca egartr: Tress PWtN CeapMce Mldhed: Ewkwb mm Reportfrom a Product EvWwsd on Entity FLNIO8940 Is aw! 3 ITW BCG/Alpkw Ti Florida Department of Business & Professional Regulation Fags 1 a r Building Codes and Standards Iffil a Product Approval Application Detail FLa21974te raft graft or Ddt go Dab pieffiflifin Rdt PL921l74M Dde ?mt Version kbnLftcbm Contact Engineers N baddatk YardWd AMEMd MCA-Mi l Approed &tie mmt Virsan lmrsdemmu FavWon 2017 MRek Mdusbias, Inc. Category: SWdeal Components BubOstagowi Trials Phase David Wed ICC Evaluation Service, LLC IOC Evaluation Service, 10/19/2017 101192017 (314) $51-7480 LLC. dwar�mll.com (206) 699.9800 10221i Approved Revision 2017 AMTek Industries, Inc. category: StrudurN enb pory:Those Plain Oompllaneceeo:Evsk*UmRprtroma Cw(olarmMO eport trans :aryWatlonR Product Evaue ion Entity FMIJIT413 Products Product Evaluation PILM9741fill Profiled, lest Procki MKW. Wandler or Illamse OudWAefeee Ationifived forJim Accrovedfor Lift Product Descricition Gonlined Expiration ges In HYM DLIMoHm Iced Dean 1 nkwt PmsYrs leanwhisrow 2 MI 16 16 ga. tress connector plate 01/01R023 Yes Yes N/A WA 3 MriaHs search l Florida Department of Business & Professional Regulation Page 2012 Building Codes and Standards rzoz020 Product Approval Application Detail C9dt ErWIN or 2dl Bete, Date Pendma Date V t Mnuraclurer Se41H�d Engineer 8 License VNMated Br validated Submitted FBC Approval Approved Satire Editorial 2017 Wayemaeuser Rob Baldwin ICC Eveluatlon Service, LLC In Lehrer, P.E. 04/01/2019 0311 04/082019 Approved Change Category: Structural Components (253) 924-6476 (608) 839-3286 Subcategory: Engineered Lumber Robert.Baidwin@weyerha Compliance Method: Evaluation Report from a euser.com FL108527:R79 Products Product Evaluation Entity Quality Assurance Approved for Use Approved for Use Impact Deviant Bad A Product Model. Number or Name Product Description Contract Exotratlon Date In Hii Outside tWKZ Resistant Pressure 1 Moroilam LVL Laminated Veneer Lumber 0313112021 No Yes N/A WA 2 Realism PSL Parallel Strand Lumber 03/312021 No Yes WA WA 3 Tlmoerstrane LSL Laminated Strand Lumber 03131/2021 No Yes NIA N/A 4 TJ Rim Board Srucluml Composite Lumber or Oriented Strand 031312021 No Yes N/A WA board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/312021 No Yes N/A N/A F1#158.R12 Prue tla - seas PrPduct Model. Number or Name 1 High Strength Concrete Lintels Florida Department of Business & Professional Regulation Pegs 1 a l Building Codes and Standards 115018 Product Approval Application Datail EdmLg[ Daft 20t ILM.Cm91m go cored Eas aJrlense Validated By YaNd@Wd $UbMWWd FWAgmreel AgmDtYd 9ama Stuart Lewis 10C Evaluation aerviw, LLC Wlftm M. Raced. PE OW1a11017 09+D72017 0912112017 Approved 181916-6473 (407) B81-1917 dewNQNpineelroom O&OWAMUMM Assisi for .Wa Approvedfor Use IMMA Dealt Product oasodos= rdakadzmdmggaaaalAlli Outside HVHZ Btlisim P.ae(aa MNN Connector Plate /2/312022 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pelletal 11=18 gii9o9al Dds Mlle MOW- lkmdmom Revision 2017 ITYYBuadMg Components Gmifilm Cata{ery: structural compares" SuIsCalwill Trials Plates compass Milli Evaluation Report When a Product E"Waeon Entity lea 4 rrW BCG/AII Wave ltlRA.R�tlI FLA2197A6 EB1mLor Data 20 ! Ddt caned Eimer A Lime Velma be Vatted estimated PWApogroW Aoasrd Salta Ile Version l u David Wad ICC EvahWkin Service, LLC Kit Evaluation Service, 10119=17 10/19=17 1d2212017 Approved Revision 2017 Mil Industrial Inc. (314) 851-7480 LLC. Category: Structural Components dwarl®rril.mm (200) 589.8880 Subcategory: Tres Pbbm ComokM Meshed: Evakestion Reportfrom s Produd Evaluation Entity rudln4u Pmmmnate 91MfieCAtlissOss Amuroved for Ws A2@fwmd jor Usis assaga Delon Product in Dab in Outside HVHZ tiellalf PIS lea witherear 18 ga. high strength lows connector Disk o1/072023 Yes Yes WA WA 4 Mf20 8..h Orleans Florida apartment of Business & Professional Regulation Page I of 1 Building Codes and Standards 115rm16 Product Approval Application Detail Entity or Raa am Date Panama 2MI contact E..k—&Lj— Vaue.Waey yaldod aWmltietl ftiRfti EMI A9raoved lace Stuart Lawn ICC Evaluation Service, LLC vWNam M. Remark PE 09119/1017 09/072017 0902112D17 Approved (947)9164473 (407)6814917 sbwleQajhkmeaw.00m 01,M Assurance Anil for lee AIIW Meshd 2OW Produce DOWAkdon contract Exislialtion Deter MDuWff.IlYtli liedere PJeem Maui connector Ptak 121312022 Yes Yes WA WA Florida Department of Business & Professional Regulation Pew 1 of I Florida Department of Busirresa & Professional Regulation sow I a 1 Building Codes and Standards lmagle Building Codes and Standards lr wie Product Approval Application Detail Product Approval Application Dertall Ereaf or gaa Dora DlMpom.m Do FIJ) M-M Ddt Emw or tea to Dab Pascal Dsa contact Eraaser&Lh— Validated Mr yalldod ILMAmMd Effie6a0rs1Ml Agumltd lama Iona Venal Marinade— contact Knobses,aLrwae Validated Ili Yelldod SLi- d FBC -Ancirmfd AgersYed lama Shari Lewis ICC Evaluation advice, LLC Wean M. Ranked, PE OOII 2017 09107/2017 g921r2i Approved Revision 2017 WTek Industries, Inc. 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Nunlbaror Nan In.KVHZ Dgbl4:llR pZ m 20 ga. tress connector pals 011012023 Yes Yes WA WA 5 Mr20HS 20 ge. no strength was connector plate 01A1R023 Yes Yes WA WA Search cIrAlm Florida Department of Business & Professional Regulation page I a2 Florida Department of Business & Professional Regulation Building Codes and Standards 120/2020 Building Codes and Standards Product Approval Application Detail Product Approval Application Detail Bi17744ta 0uatty Assurance Approved far Use Approved for Use Impact po_g8 sl Sr9d! Ed.L9L Product De orE lotion comracl Exm2tlal oaW m "VHZ outside Hii Resistant Recsura brut Version Xdwlbtl-mt 4, 6, 8, and 12 inch wide lintels 05/212022 Yes Yes N/A N/A Fievnlon 2017 Conmardal Concrete ProduW,lno. Robin GLANS THUY H. HUYNH John Noy ca"pory; Btruch"I components (813) 659-3707 PE-WI22 (352) 589.8311 SubCaW": Products Introduced as a ReeuRof paasmat faphoo.com New Technology Compliance UWhW: EvalwNon Report eon a Florida Registered Ar&A d in a Licensed Florida Prosodic" Engineer FLi"7744M Products Page i a i Iffl is Raa Do ftZJss.PKXNM IO Yigdod AWmgtd PDDADnmvd Almeareld AN" 10114021 10/1311 17 1DA15=17 1211212017 Approved Approved jibir Use Amoroved for Ike Ialssd ggdpp Awl Pro" lads. Mmlhe or Nan P MHVHZ ouagM.d Pressure 1 Quality Protest or commercial Concrete Products Precut and Prwkeued Concrete Link" 054252024 No Yet WA WA N U N Q 0 U) O (� Cn O � O CL C L ^1 W CU 0 U- .w Cn 'i Al (TES L ^O, �y O L —0 . C= V ) z z W J C: 0 C/) 7t:f 0 CU L- CL CIO CL U O L �W V V m LU c G Q Z z Q J SHEET N0. PA'1.2� I I 1 -17-- - - 1 11-1 _ _.. _ - - - I. I - - t � � t�� r �.t r L,ldnl.ullt�� �Ru In_.t,ilt.i�,��u� I�� ��in1 � IF- I I 'I I I ill 2 30