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Home My WebLink About3306 Moulden Hollow Dr3 -o a� c 2 L0 0 0 N r` r 00 m a -o x LO Lo a J li 0 C 3 a Q N c 0 E a E 2 C a a LZ E. a a oc c cc C, V M ' a ❑ — — a � E El E � D 0OR 0 El El F] 0 D 1177 a F 11:71 ID71 D D D � F77 0 ❑ D E 1[1:7:1MDID1:711F17 l-. INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SIN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS S3 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 ALT orALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BILK. 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 C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CT or C.T.Cont. Continuous CT or . Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DIEDor Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir, Finished Floor FIX or FXD Fixed FLR or Mr. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FIR DR French Door FRT Front FT or Ft. Foot/Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT orint. Interior KIWALL or KIWall Kneewall KS or K.S. Knee Space LAUN or Lauri. Laundry LF o L.F.L Lavatory LF or L. Linear Ft. LL Lintel Length M Laundry Tub AS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Plt. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening IRS, R/S, R/SH or R&S Rod and Shelf SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL orV.L. Versalam VTR Vent through Roof W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or WIC or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR, Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS pA1.3 PRODUCT APPROVAL NUMBERS rr �� a ALL. NAT NAL E�.E� "� AN CITY 01 CES REVISIONS REVIEW DAI E JAN 20� CITY OF ZEP= 4;-�riILLS PLANS EXAMINER :4L 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS, SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. 1941 C4 �_ Z M _ o zto z J ctE3 a CD U, CDcn 'N w M_ o V — Ow -C )-'* CL N W � � oo N M L71 M = N U LLL00 ��o rn Q d B D® N C B D C e. N N CD 4t Z W 121N9Z ' z rn LL do � fzl w W "L w w W ¢ n 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 Engineers signature and seal. L NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz O W� za zQ� w Z a. zoo gQ�z �2 W 0 C � LL O / w LLJ Lu �L� 11 Z L _ O EZ Z N C: W F O o U = WWPo O J mk" Q U U f % m 2 Wo o� N n Z<Z;� < w<uJ a<2: 0,0 2! Z Z ow °�f WwCY0Z w J u> rl u j Q <C Z >1 0 0. 'n i,- u 8- u�aZ Ln z 9Z 0 00 Z 2 2 Lu ,--� a En o SCALE : AS NOTED DATE : 11 /28/2018 TECH: M]AMES VERSION NO. 4n0 SHEET NO. C S c -v 'x LO M 0 n n 02 a 00 E s 00 w M 0 0 It T 14) H.B.+ ■ O(nui •- I C? 17'-O$"" I r �3s OWNER'S SUITE rB 8'-0" CLG. j CARPET 4; - -SH "DPr LIINE y ---- R&S ---- I I oa - BUILDER TO N PROVIDE W.H. APPLIANCE O PROTECTION 2'-6" WHEN REQUIRED PER FBC 2 CAR- ,GARAGE(n 8 0 CLG. 20'-O8"" 1_______-__ ! I I I I I I I I I I I I I I f7$ I I I I I I L. W.I.C. 8'-0" CLG. MTV CARPET T-8" - - - TIE - Y -- - `ow I 00 N S3 I o -'IF7 N (4) 2x4 #2 SYP STUDS FIBERGLASS W/ USP HTT4 @ BASE URROU 2668 HANSON BOX @ 36" A.F.F. DRYER VENT THRU ROOF---, --- &5------�--t _ I I I I EDGE OF SLAB 2" BEYOND WALL �171 � rK S3 11 1 I 1 1 1 1 ( cr I o I I 0 I O W I > r I I OX I CD I l I I I I I I l I I I I I I c io v i) oc cc 60"x36" SHOWER { - M y° D - T TYP @ 1 STORY A S3 O ^ N 64" I 4'-0" I FAMILY R M ( 9'-4" CLG. CARPET O AHU d' R.A.G. -- -- -' PT. W OPT. D , ' ! - I/ It I� W I1X L Ih ¢ L - J K (4) 2x4 #2 SYP STUDS W/ USP HTT4 @ BASE 11 NOTE: FINISHED �C7 WALLS TO BE I FLUSH. VERIFY IN FIELD. - -- ----- CC D S3 G.T. - I I i I I I I I _ I ' 2:12 VAULTED CLG. _ 81 _ >kTILE I r- 6 _ 8 - L la) 10" 10'-n � 3068 �' Q I , ENTRY 8'-0" CLG. zo r io --t 9'-4'cL - I. 6"23'-O$"� 10 AT 74" 4'-0" ' " g 6'-10"v4"_7" -HDR R&S------ = 8'-8" i� 5 14-6" N- � R&S - - - - - T-6 1 5068 B.F. B.F.4068 to f r - o PATIO CAFE I o �_ 8 0 CLG. 0o vOi CARPET 10 O / I CD LO OPT.I REF. 1 --r BEDROOM 8'-0"CLG. ' CARPET I �' 2" R "" 10'-4" 2 "' BEDROOM 3 8'-0" CLG. CARPET 10'-42' BEDR OM 4 CA I PET cn r`�ic�7 O W 'T 00 - � �o w o 8 N �,� J `' o - 1 _ - I ( ILE - M`l'� 2'-4' I - - -_, _- - - -� D.W. I ° ° 3L _ 21 _ J 18 •3 / w- �- 04 r Q N > 20'_6g�" J U 0 CD _ SI Kwl ISP _ 2'-2" i } �- TIE `( -C - N _ of 1 NTRY =0- (np L . ,n� 5-SH '- DEEP - c� I v / M�� / so ■ / IRAI AC PAD / I I� I oa 2" 00 } o I ( FLBERGLASSom SURROUND N TYP 1 STORY rA S3 �� P FLAT 16" 36 ----- ' : - 0 0 36 - ---^ N H B� - EGRESS EGRESS A OS3 O 15'-10" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 112" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2,0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H$ (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20X38j 18�X37J S.H. 14 20X50j 184X50 S.H. 15 20X63 184X624 S.H. 16 20X72 18jX71j S.H. 1H2 271/4X26 26X25 S.H. 11-13 271/4X38j 26x37 S.H. 1 H4 27 4 X 50 i 26 x 50 S.H. 1115 274X63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 J X 26 36 4 X 251/2 S.H. 23 37 q X 38 j 36 4 X 37 3/4 S.H. 24 37 J X 50 j 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 j X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 i X 25 j S.H. 33 54 X 38 j 52 4 X 37 i S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 j X 62 4 S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. Ell SCALE: %4'=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 318" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" 0 +29.7 / -30.8 �B +29.7 / -39.2 © +28.3 / -30.8 Q +28.3 / -36.4 OE +26.6 / -28.0 0 +26.6 / -32.2 �G SEE SN SHEET SEE SN SHEET '� 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND 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 1113111 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 I R-11/R-13 KRAFT FACED (GARAGE / LIVING) 1 ii 0 t2 � o o <C ci bw (1)0 w 4-' p •n W 01 N TM F- o 22 co m N W t- N Cl) enM O O N C� < y " o W o <0, a. o u,R:s rn Q o B D® N .C- _ N V W Z R " Na�oZ +� u o o , w W N a LU rnu o a a a j r Za�NMIN rn m N WW1Uy1?q%.. E ww`� ®. Q � � ® �cp O .� `:'OFES NO X� 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. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz O LU z¢ f� Uzoo z�z� �0wZ 7 L VO- W � g aw�� /'\ _1 Um�o Q a- zz L n , W y O 4 U : 00 Z s CL S CG LL. z C G V H U)� :jW U _ 1� 9 Per- r. 0,< SOU Lu U�a z Z h <X� Rcece Z *'t 0 0 aCY Lu J Ln ri V i 2:Q �C LiJ z > ; LL F ZOO, U g 4 8 a Z Ln I� Z 0 90 m z U 2 �n Q rn *-i Q o SCALE : AS NOTED DATE : 11 /28/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. 1.0 __j CD MIRROR F uu 4 u0 CD ) c0. Al I o LU h z 0 ; CC 2Lu Lu : 4n0 9'-11$, 2'-84 , MIRROR c as S O rn e0 coo �T i LO c4 L:j OWNER'S BATH OWNER'S BATH BATH 2 LO 0 0 J I 00 c v rn 0 0 0 M Q HOOD o- E D E o E - o 0 60 `v c c J L �' O L� 0 0 — — 0 0 0 E2 — -- -- U C DW 0 O O LE I LL=—=� UL�OPT. RANGE REF. a KITCHEN ISLAND KITCHEN KITCHEN N N N INTERIOR ELEVATIONS - SCALE: 1 /2"=1'-0" 1 Z M _ o Z �O Z Q w Z w •V — Ow o C6 U m N w oo� mM U '- N-�O M O o 0 L LL � O) Q O N �O U) vi O M O) Z W z e z r` U? M r �o of uj w W `• J � y1 O` hQcD To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www,LennarTampa.com oZ 0 �o z¢ waW� zoo z�az� �owz �apm 4�r O � °C o W z o ♦•� CL Q Q U i Z Q) o W � a �p0 g O c� J� w O m a U � O ¢ N Zama J 0 rl LJ.I � u L.f) 2: Q Q Z sQz Z � a�S Z SCALE : AS NOTED DATE : 11 /28/2018 TECH: MJAM ES VERSION N0. SHEET NO. 2.0 1 9'-11$, 2'-84 , MIRROR c as S O rn e0 coo �T i LO c4 L:j OWNER'S BATH OWNER'S BATH BATH 2 LO 0 0 J I 00 c v rn 0 0 0 M Q HOOD o- E D E o E - o 0 60 `v c c J L �' O L� 0 0 — — 0 0 0 E2 — -- -- U C DW 0 O O LE I LL=—=� UL�OPT. RANGE REF. a KITCHEN ISLAND KITCHEN KITCHEN N N N INTERIOR ELEVATIONS - SCALE: 1 /2"=1'-0" 1 Z M _ o Z �O Z Q w Z w •V — Ow o C6 U m N w oo� mM U '- N-�O M O o 0 L LL � O) Q O N �O U) vi O M O) Z W z e z r` U? M r �o of uj w W `• J � y1 O` hQcD 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. L E NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www,LennarTampa.com oZ 0 �o z¢ waW� zoo z�az� �owz �apm 4�r O � °C o W z o ♦•� CL Q Q U i Z Q) o W � a �p0 g O c� J� w O m a U � O ¢ N Zama J 0 rl LJ.I � u L.f) 2: Q Q Z sQz Z � a�S Z SCALE : AS NOTED DATE : 11 /28/2018 TECH: MJAM ES VERSION N0. SHEET NO. 2.0 1 1 L c a> v v S LO rn 0 0 N LO I 02 m rn iY x rn 0 O J LO 00 E 0 x 00 IN. -------E� 1" x 9" SMOOTH TEXTURED FREEZE BAND HEEL T.O.M. — HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U: (TYP.) 12 5� 8"x8" SMOOTH TEXTURES CORBELS 12 5� 12 ;;�15 zo I F. FL. t +3" SMOOTH F2 TEXTURED BAND--/ 14'-0" RIDGE VENT 12 7�5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS F E:1 17117111:10 17-1 Ll OODa0 D E El [JIB 12 ;:�'5 T-0" RIDGE VENT FRONT ELEVATION - 61 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS _ T.O.M. ----------------------------------- HDR HGT. 1'-0"--------------------------------------------------- ---------------- —--------------_�-— 2'-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) — — — F.FL, N. SCALE: 1 /4"=1'-0" LEFT ELEVATION - B1 : 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN"' (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ, IN. OF NET FREE AREA LINEAR FT. • OFF -RIDGE VENTS 138 50. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA I SQ. FT. U V z_M zC) z� z cn (D w C� p O W m t— o i�(n U �Cl) m W N CO rn M O o N o �LLm IV III , I y = oc) y o ¢ CM 05 a o en v rn Q d B D® N N N O O C 1 LU U) � LL ^o O raj W W w � N 0 = �, 9 0c) �+ E T� LLF� 0>-� ••y •�•i�� bN yy-- E (� �wW.FI>5 4.�6M L �4 Elf E O� v s \cb ov ;? O F E SS �� 1 tlrt��oufi� 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. NNA 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz Lu za f a r^ Vl Z> Wz<za. z oo80 OZU 4Z 0 w Z o' w Q uJ O'LN W Co L y /'1 __J W z z } u f z Z , Cif 0 a J W U = Q Lu µoµ.� 1.-0 F- YP O cV rJOo ceoa J LL W� zi LU g0fP z z ira2i J Ln 6i a z U o W X Q ~ Ln Q Z z 'W°z *k z tj o C° � oo g = JLn __1a cn s SCALE : AS NOTED DATE : 11 /28/2018 TECH: M)AM ES VERSION NO' 4n0 SHEET NO. 3,1 -I'MIL'i lti-m _k [ALA'a" . I i" 0M, 1.53 1 11 1 1 1 1 1 } .11 11 1 1 1.1. - . _ i I __ 00 CO CD E E 0 ry 00 N 00 N W a 60 c a TOM it � Z-0 OFFRIDGE VENT" 4'OFFRIDGE EXTENDED — OVERHANG TO BE CENTERED — ON DOOR 14'-0" RIDGE REAR ELEVATION - B1. SCALE: 11,4"_,.0. 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. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verged with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN, OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. M N � QQQ (D 13 zCl(1) (D Q) C +_J w �V — O w m F J o i�Ln o-- C) o m N W 1 N M M 22 -m6 M U _ UUUU O _0 0 0 ¢ rn U) Q o Lco 0-4 O) Q O B D. N C 8 D C N `D Q M W Z LU 9z z U) LU �TS� Lu10 Z S Aga o vi -iu ocz�� Z y M E M ®`LW��ti�((��uro� �Fb9ENG.0 �"❑ Li —r ; z . J h� Q 4 0, ®: i v To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Ozz �5 w� za �a Zw¢iYff F- �zo0 g=ZW C 2W J N UwZOO / \ LU m W z r o I— C) g W z 0 d' z J W U _ a <QP g 00Z 4 D v LLJ d U U O a U N z¢z� W�a Q¢W� 8o�o z Z '" i 0'Ot� LU Ll) lij = a z s Ln Q z Paz Z as o t UJ J Z O 00 = ai T _I a N SCALE: AS NOTED DATE: 11 /28/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. 3.2 00 Nco 2 1" iv M N 2" iv oo = 1" VARIES `NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" BUILT W/ STUCCO. EDGE OFa OPENING 1'-10" = r^ 12' CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS a 1'-54" 1/2" RADIUS 1" 4" VARIES VARIES °' �t - N CAP (V (0 1" 1" 1" 1" 1 0 1.41, 0 M T N 22" 12' 1 1/2" RADIUS VARIES VARIES -IN r 4" 34' 4" MI4 3,171 4i" .p-4 $ .� I C- Tpp N 3' -43 4 4 2" � VARIES 12 2 2 M 321" 11" 32' 2 1/2." RADIUS BASE - Fb � CV BASE 4 • 07 AN 1 z "NOTE: VARIES 8" 2" 3„ ip FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING U24' 6 • 1-1/2" THICK 1-1/2" THICK 0 N 4" 101, SIN M 21 4 �. 101, 6" N `Ia IN �I'7 M " 2 Ina iv 2„ 4" 3„ 6" 2" 2" N cn w ¢ cn w Q _ fm 1-1/2" THICK 32° 24 rIN `la ;- M 2'-4" 52 1 5, 52"'r 00 IN - V 1 �_4„ 3' 1 2 CAN 54„ 3„ a 1" 12 0 VARIES VARIES 2" w � - M N 22n ro VARIES VARIES r4 1 6 8" z r--------- iv ap (D , Rs, CD 2 M 3., ��` 2' 44" 6" 4" ED 2 KEYSTONE F11 b OPTIONAL 4" GARAGE DR. OPENING 4" KEYSTONE F11 °O OPTIONAL 7 3 a ' 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIESrM 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 14 a a" z" 11, 54" 2, 1, 1'-12' 5" 4 1'-4" C 00 1" _ � � -8" 4" 3'-0" 4" T 101, 1 �. 101, r 0 Qo N 7 c., iv CV 1 1„ o CD iv CV 00 O IT M M :- 1 " ' ?7 rL I11, 2 N� O GENERAL NOTES: left • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH Z M 0 _ CO zCN z Q J a Uj Z V) CD Q> cn 'N w � p •0 w c/) O C)m o Cl) w — C') m Cl) co M a# _ C N o 0 C) ~; = " 00 <Crn N ao �Qv rn Q o B D® N N Z �Woo o -' o � C'ono Z W z ii LL o W rz" W a 97 9 a W wo a - a -2- i=- l,' 0 U) Q �z� E C4 W N¢A ❑ WWW,FDSENG.COM 00 0 N a0 CV F To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com OZ W W Q Y �E00 zc'uz� J = 5 w z J Q � J a w A I— rr LL U' W W - N O W Q Z o Y U f Z g CZL z O 0 �W U = T --I r X -� m W V � y� N A 0.O z¢�¢ Z T}- 1 W QawR 4 �d0 g Z Z - 0 � O < u, W :n W l I J y Cazu J rl LLI 2: rn � u2 g�� Z Wiz z �z0 m z = n 0H J Vl II � 06 g SCALE : AS NOTED DATE : 11 /28/2018 TECH: MJAM ES VERSION No' 4mO SHEET NO. F1 - i I i i i I I I li� i ; '. .; I I � li� , : I I I I I i Ld 11 1 1 1 1 1 1 1 1- — —, I , I I , lull , I IIIII 'L I I 7FF cc m r it x to M 0 0 J n n 1 12 00 0 x ELECTRICAL SPECIFICATION 200AINDEL CENNTERTER NOTES: 00 #14 copper to lights & outlets ELECTRICAL CONTRACTOR NEMA 1 200 AMP 10 #12 copper to 20 amp ckts MUST VERIFY WITH THE 10 #1copper to WH SPECIFICATIONS FOR THE TYPE #70.2 -3 copper to Dryer OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. MAIN O 2/0 or 4/0 SER Alu 200 amp 150 amp POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED j NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. ---------------------------------------------- GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH (3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS 3 TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) i TT 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. .o O THERMOSTAT � ELECTRIC METER a ELECTRIC PANEL 00 w DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN GE) (1) PHONE LINE, (1) DATA PORT WID H.B. GFI DISC. L JL--U Ild'1I GL.J RCI.iCr I FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH M1 III Mr-D MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" I '0 Z CD 0 — o Z a Z W � +-� W Mo V — W O — DU �- o �� 2� m W o —U�11 N N M l3) ch O O N LL 00 U 00 0 Y fz o Q rn to 0 c Qv rn Q o B D® a DC N�C� -*I N `D O 10 M O � N O O N O Z W 8 I.. g� . a o w �. ULLo ua N W W � W — (L'mLLtu a Z 0 0 CDQ � o HSf LL 4 IR `° W Q Cl) Q A O v C) O WWW.FDSENG.COM 17-1 V 0 N 00 N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 Z �o �o fg Zw oW�o J �� xowZ J ��_j aapw O��o ��Lo QU W Zo 2: L.L� F_ Z z LL a W J W � O O J �g U = J 000 Ie <.RP F . LL aR 6 O m. a w<¢ ¢<,0,0 oo�o Z LU J L / T-I W 2:d Q to H � O g�0 WZ Ln *k z m 06 Z g = o� J ¢ uj rn T-I a to s SCALE : AS NOTED DATE : 11 /28/2018 TECH: MJAM ES VERSION N0. 4n0 SHEET NO. 4.0 I Idh' I I -tat(I -11- c aD -v v x Cn rn 0 0 [V r- L2 r- I m rn it c aD v S LO 0 0 J n � I Q ca E I 0 0 x 00 N 00 N w ATTIC VENTILATION CALCULATIONS - 131 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 SCALE: f4°=1 r-o" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7,1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN"* (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ, FT. r Z M _ o CD Z z <c a z V) QD 0 Lu Q °V — O L" �Ln ~ C5 0 m N L.0 F - -- 8 a Cl) C r0 � Ro O o N 0 1LL 00 Q 0) O. O 0: rn Q o BD. e� N �O N (O ♦/� Q M (11 U) a I 1?SC?=1 in U_ W ,,; uw w a _ � � a W IV a� c illin S N E mlii `Aikp,N vVIV ��,\%N OWN rL Go 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. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz 0 Ln �o z ¢ ¢E f F w<Ce X Uz00 z 0 Z �gWz W O N W LL Q O L ^,O W Z Z i Z �3 U J W g ^J n O 0 Z ." a ILL 0 ¢ U m a O r- 2 uJ Z J¢ uJ w a/ "''_0 Q O Z E) 0 W O � O J Lr)¢ 1--1 LLI 2:Q w w N � Y o Ln IAA Q Z Z L g�Qo V ) fA` Z W O M W i UI _ tn ¢ z rn ,--I a U0 s SCALE : AS NOTED DATE : 11 /28/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. 5.0 c c a c a� S X) 0 0 LO r` r` I s rr in it c 0 LO 0 C. J LO r` ry D2 00 N 00 N w M im". 5'-7$" 6'-0" TYP @ 1 STORY U.N.O. A S3 55'-10" 5'-2$" T-18" H.B. 7(;!7 BUILDER TO 4'-0" 12'-1" W.H. PROVIDE APPLIANCE (2) #5 REBAR O 0'-0" I PROTECTION WHEN REQUIRED VERTICALS w/ in ■ I I FILLED CELL :: : ' PER FBC 35'-4" 20'-6" 3-1/2" MIN 3000 PSI CONC. Laoo a N SLAB FOR HERNANDO M ^ I I: K N I J I COUNTY ONLY 3 S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2'-734" 4'-9" 4'-10" 1jI VAPOR BARRIER t-T- —TcJ 6-3"1'-10" 3'-6" N T I O ------------------------- If Cl)___ ooI cn Pj:Z T. D -3 1/2" I __ I W/ (3) #5 E.W. S3 �._ �._ �.� �T _ S-5"1k SLOPE 7'-1" r- 2'-6" x 2'-6" x 1'-0" AHU I I VERTICALS w/An W/ 3 #5'S E.W. ( ) TYP @ 1 STORY U.N.O. N FILLED CELL I CJ CJ-- - ......... o 00 .... — — — —"— — . I8:1 T8. ■ „ ■ 5._025-101478 1 50 2-6"x2-6X1-0" FTG I W/ (3) #5 E.W. INDICATES FILLED CELL w/ 3000 PSI / i / I PROVIDE %2" x 9" `O CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB / /� RECESS FOR FAT. OOR I -4"CY) SLOPE � I L o / 4'-0" 4'-4" 4'-6" TYP @ALL PLACES SHOWN / / HVAC CHASE TOP OF CONC./ PAVER T BE 4" HOOKED FTG. DOWELS 5" EMBED / / BASED ON 0'-0" BELOW FIN. FLR. ■ .: ■ ■ I W/ 25" EXT. ABOVE SLAB "GRADE 40 1 i / LOCATION ..::::::::::::::::::::::::::::::::. ' ' / ::::::::::: ::: ::::: STEEL" ::...... L .. ............................. . 4'-0" 16'-10" . 12'-10" ' :: . 10'-101" ` ire STEPS AS I / i / : '. '.'. ' : .' . PROVIDE 1 2" RECESS "I z/ I I REQUIRED PER FIELD FOR SGD. REFER TO / KITCHEN ISLAND MASON'S SLOPE FOR / OPT. ' .' .. """"""""" : : •' ' ' / LOW WALLS ; 4 : '.... . CONDITIONS WIDTH / i ■ C+ — — — �'� — r—I— _---- ---- — i —rt �� --------- — — � j TYP@ 1 I CHASE TO ISLAND=== : ; I � � I � � .,..... t I t STORY U.N.O. - cv - r I D.W. f I I .. lit A � - - � �� jlt In S3 � in LO/ /i/ I =- INK / DI -- I :: I .. / SINK Cl) :: I 3 1 /2" / ! f 0 -0 I 16'-0" 2'-94.� 6'-10" ..... :: a :: j ■ Cflf - I t I : t i� ; ■...................:........ ... ............... ...... ........................................ �... .. ............. ... ......� .............■ TYP @ 1 STORY U.N.O. A S3 5'-10" S-10" L 6'-0" L 6'-0" L T-10" L 2'-10 jU" L 5'-11 4 L 5'-0" 54" FOUNDATION PLAN. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF, SEE PLAN. FOUNDATION PLAN X -j w w 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. �•, ;r,, �': ' _ —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" I 0 V z_M z� z� EIJI w .O uJ C m F- o �� f6 U �CD CD N - pp ago fU C MoQ .o Lv 00U o 0 o <C rn L0 rn Q d Al I BID. N C 8 D C '�v N N fh N m Z U) Z Lu��a v �' z a/LLo w w Lu y N a w JU — �mLL� a V Z N...Q4< o .= Vi.E�LL z 2 �v cz W1��' o OWN W FD6EN CO� SE ' V 7- 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 61h Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z 0 tA Lu fc z w¢WM Uzoo Q �_ � L,L =oWz 'a7K�J aa w'0r° OUJ N Z O } z f Z z `/ z ZD 4 F �--� O z O C1' LL" w U = p C) O X06 6 IN w Q a ¢ — WOW g g O2:p Z Z r-1 LL0LL < a 2 � J w LL LJ.! a z V) F S¢Z LPG h z �j SY z m z LLA U = a- Z £ � SCALE : AS NOTED DATE : 11 /28/2018 TECH: MJAM ES VERSION N0. 4v0 SHEET NO. 6.0 i c aD LO rn 0 r- r- ij / m d- rn o: a S M O O J r- n O lv- 00 N 00 CV w M (2) 1-0 2A A S3 U� CJ1 CJ1 M ULO U CJ3 „ Cl) U LO CJ3 CJ5 CJ5 EJ7 I EJ7 I „ A EJ7 EJ7 S3 EJ7 EJ7 (2) X —�— EJ7 :: 11 EJ7 EJ7A ` EJ7 A EJ7A ... 1 1 , , 7 EJ7 S3 EJ7A ; G1 EJ7A ''' .... ''' .... ..'.'.'. N �j J11 U ... .. ... .... P. I! EJ7A C7 Q (2 CJ31 X EJ51 _ EJ7A C� EDA M CJ1 ' t7 GA —,EJ7A ............ ... i o. EJ76 EJ5 EJ5 EJ7B m CJ5B EJ5 CJ3 CJ3A ;; A LO U U Q O Q n Q L>7 Q c% Q Q Q Q Q Q Q Q Q • CN , Q d' Q (D Q CO Q� N m r m V U M U N U U � U CJ 1 Q a a U U (2) A (2) (2) A S3 A A UPLIFT CONNECTION CROSS-REFERENCE tt,ea,ta 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 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10-8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 18 - 8d X 1 112" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d)( 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH. t 20 10dxl-1/2 J HTT5 4350 3740 5/8"ANCH.12610dxl-1/2" HTT5 3225 5/8"ANCH.I(28)10dxl-112 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD B * 4505 3785 5/8"ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD76 * 6645 5650 7/8"ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 1 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS }( HITS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 - 10d I SPT22 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d HCP2 645 555 12-10d 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 USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS C. (A) � (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+)� THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS wOR PLY LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN co 0 — O zCO z Q a w •V — O W .�� V) o o (� U CO N W r — o — N co rn W 23 U _O N U �co U) o Q rn o - o v av �¢o B D® N YC _ N U)Mm Z LU 2, z U) M N m Z W 5 c a � � ,� o 0 ua w LU Q f! ° w co a LU� V in Q 4:- � Z 0 � �l¢' a o LL.Z fAMEN_ LI��'131i�1 o • d .F SENGCO as • E ••• •^- t . ~� ter n'F E S S``Q00�`� /PI¢d�tllil 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. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 Z U w z ui UEOO ZOO a 00C � ♦- U Z = 0 Z.u2M Z awUJ 0°� O�LLN z L=81��0 Q z Z rU �Z ILL a LL rl 0 a 0 �w U _ LL- 1L.` o I- Y o' 0 UO c' O a U 2, aQ *k N � cr z<ozQ �Wa� IW moo Z LU J ry / T--{ cc G Q C G Q <, Lu U)Q Z O O9 Q ~ p Z � �1 Ln *k Z {Z. 8, 00 O 00 z tU = J LI a rn ,"--i Cl- V) o SCALE : AS NOTED DATE: 11/28/2018 TECH: MJAMES VERSION No' 4s0 SHEET NO. 7.0 rnr--rr� rr�-� _ - L.I Ili ._ , J �Jf l'..-tm to 'vn ,dl l �z c n M 0 CN n M CIO E 0 x 00 N 00 GV V) W GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5, All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� • O Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS 8F441B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T FORM k GROUT SOLID O #5 BAR CONT. 8F12-1 B/1T 0 "I LINTEL DETAIL SCALE = N.T.S. E EMA TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY i w J 8F 16— B/1 T 0 a L6 z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL. HEIGHT MATERIALS c�precasflrntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f'g = 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. #5R MIN. R AT (1) REQ'D (1) CLEAR ALTERNATE POWERS STEEL LINTEL ° 0 ° d .M.U. #5 REBAR AT TOP Q D D a ° ° MIN. (1) REQ'D 1-1/2" CLEAR o ° ° a < GROUT ° N 5 REBAR AT = rn w 4 O BOTTOM OF ~ z w ( o LINTEL CAVITY V O co Uj N 1 n OTTOM X U O Z L " L-= Q REINFORCING ¢ 6 00 — \ 7-5/8"ACTUAL PROVIDED IN LINTEL ZLL - LJ ¢ ' V' allo � D Q D • A, �o #5 REBAR AT BOTTO AS INDICATED 'NOMINAL WIDTH (VARIES) v~i a.. !aQQ LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cemenbtiuos coating. See contractor specifications 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN SCALE: %4"=1'-0" i 0 r Z o Z cry z Q J V) C? � w ru_® DO w-1 C21- —*L/) E � �t— rJ m CN uu E agoF— a� M 2 a c`ei _ / \ O 2 N L LL_ co �J Qo GO CD �Loaa 0i 4 d BID. N_ N O cO7 O� � oN0 0 gn C:> Z W dad a a o M m Z k z U J C 7 W a \ i4 �S` a rr.7 'Q U "• �,t Q- y VJ w ��lf'tittllttltl� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz O wo za f w¢ir� OOa¢0 Z V QZ:Qz awO00 OU LuIN V Q F Q^ uJ L \` Z O z -v Q Z UU 17 JW �� = wo� 0 0 0,. �� O 0 ¢ a�� N w Q $tw Z �--! o a 0 � J LO TI LLJ W ¢w�0 az8 8 a Ln Z z �z AA I ; w Z J = 2 J Ln Z ¢ Lu rn SCALE : AS NOTED DATE : 11 /28/2018 TECH: MJAM ES ,, VERSION N0. 4mO SHEET NO. 8.0 rn v x u7 0 LO r- r, r- 02 Q 00 Iv E 0 s 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 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD 00 ALTERNATIVES R ES 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 I R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING, 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 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 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS, 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTETRII-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES, 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1,3.3. L F AND FLOOR TRUSS SHOP DRAWING ARE T BE SIGNED AND SEALED BY A ALL R00 00 US S O S 0 G 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 1.2. 2 UNIT 0 HT EI F REINFORCED CONCRETE: 1 PCF WEIGHT 50 .1.3. 2 UNIT WEIGHT OF 8 U .BLOCK : 55 PSF C.M. 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.11. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1, 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 4„ 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6, EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7116" STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7, THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of 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 ncrete overpot/r and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION TYPE: 5B GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF /-28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS R RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE S V CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 0 Z ce) _ o Z S Z Q cL Z to C9 cn W "u O W m �Ln U o 0 m W pN7 M C -OIU 'Coo = U� O 0 CD pop as < 0 Q rn � Q o QvV v rn Q o Al I B D C F- N �O (� g " . Z W MNo? z U) W�' w 'c, lti m p, W z 0� o z W Z t/f ow .FDS--- CO ••' • J✓ 4� 00FES5\O 11�'flll vdl1R1lt11�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 - Resldential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com €00 3s z ¢ of fF W¢ �� oQo0 �a� how C Y J a uj LL N OCy m rho L � W Z O z � O a LL N J J z O �f r U oo ~ r i 0 [�{ a0� d 0 !/�!^ Io=a�� vJ ZW¢ Qaz� Q ^ o � Z �jLL irao JLn �-{ 2: Q W¢uJu=, Q Z azo � o zQ Ln z 8z CO O 00 Z 15= GO 0 a rn ,-a a U0 s SCALE : AS NOTED DATE : 11 /28/2018 TECH: MJAM ES VERSION N0. 4mO SHEET NO. SN I ----]- -T --f -.-" 1 1 I It w J M ROOF DIAPHRAGM NAILING SCHEDULE RInGF I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + q + + + + + + + + + + + + + + + + + + + + + + + + + + +&D + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + '-0" (TYP.) 6'-0" + + + + + 6'-0" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o /,+ + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + ++ + ++++++++ + 15/32" CDX PLYWOOD OR 7/16" OSB BRIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2x- 1- 1 /8" or two 1 /2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-118" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1 /2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 90° HOOK BOND BEAM cn w STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR IN #5 CONT. FROM I�� TOHIGHEST 11 BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D 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. )Small gap 2" min. 2" max • � 4 max. Q Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 1 9 4" max required when Indicated or 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 - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b 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 wall or beam below.* require additional o consideration. Check 171--7171 local building �1/16" � code for appropriate rn details in One 10d box ;V ,�, areas--20 of high or=20 sinker � lateral load. nail each side ao 1 r� 10 -0 at bearing. TANK -LESS W/H m CORNER OF HOME GARAGE SIDE �I O� O O �1 LO k00 E I E 0 x 00 H C G 00 O 5'-0" Q 0 0 STUB -OUT FOR 1'-0" 0 0 GAS METER O -' o U 9 &4116 = • 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. 10'4" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) �1 Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES —, DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (1 Old) nails at 6" o.c. Required on interior walls : - for vertical load transfer Load bearing walls when load bearing - for lateral support when joists / meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist Bearin Location Series De th End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI 6000s® BCI 6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 1 5-8d 16" 2-8d 6-8d BCI60s® 11-718" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s@ 11-7/8" 3-16d 3-16d 1 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22)' NAILS T 5/81 THRU BOLT SIMPSC w/(22)' NAILS T R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing fl 3" max JOISTS OFFSET Q�/ Provide adequate bearing for each lapped joist. Use 10dx3"nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10dnails require additional consideration. SECTION @INT. BRG. WALL— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 0 to mm 6„ A %" ROUND HOLE MAY 6„ 6� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" 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 1Y" 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 Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.)I I ICI ► ICI I ICI I I_ _� Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM • °. SEE PLAN FOR °• • . • . e FOUNDATION INFO a. a q• STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist D depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN b I111�1— Y i A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. 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 A q 4 /PVC OR SCH40 SLEEVE f--- PLUMBING LINE z �a • O C G a 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 ° ° n as G 10N1''....... - 1 SEE FND. PLN. SIZE & REINF. zM 0 zCNZ Q 0 Vn cF) Q� cn w •U — Oty V) � m o t— U oh m W — S d) CAM M -0 _ E2 O O N I L LL-. ao ca in o Q 0)0. o- o mQ o Al1 B D. N c B D c ,B 1 N � 0 o U) Z LY N z w z a 'm � lil ,!: V a � F a rn ioW Z 0 v N Z o�0 as corn Q Z lut,�Iffiff,rtri o OWN rE . �. _ t0 04 .• F \. ,,� � ••...... O� ` e`er O F F S S 1 A\Y! 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. LE NA 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 0z 0 �Q Lu za fQ ¢�X Uzo0 Z � Z 0wZ 2 Lu a awQ V) LL N W w zo 2:z 14 DC u z N J i= Q Z OU -� J ill 7-H Lu9 0 ; .�� z< o fV Cn Uaga z¢z W a<w� a 0L w z z N ri 2 O O ira,� W J ll� ri w W 2:�a� Q D U " .Fz0 Ln Q Z z <¢z0 �ZS z L a0 J 11, cor O «6 g LU = z UJ MI ,--I a to 0 SCALE : AS NOTED DATE : 11 /28/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. SN 1 00 71/11F 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH s „ „ „ (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 (OR / GYP. TYPE X @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM f ABOVE ) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD 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 NAILS U.N.O. 2x #2 SPF STUDS HGT, FOR WALL HGT. s 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. - -i @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 2"x3/16" PLATE WASHER (TIDWALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP, WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4' O.C. @BOUNDARIES, 6 O.C. @ EDGES, AND @ 12" O.C. @ FIELD O.C. OR 5/8"x10' WEDGE AINSULATION PER CHART ON FLOOR PLAN @ 24 O.C.) "SIMILAR AT FOUNDATION 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & .� SLAB & BLOCK IMPSON SP1 w/ (10)10d 5/8"° x 10" "J" BOLT @ 24" O.C. W/ NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10) 10d NAILS @ 6" MAX FROM END OF 2 x PLATE 2 #5 CONT. ON 3" �' = 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO U LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF C 6 x 6 W1.4 x W1.4 � CHAIRS (TYP.) WWF OR FIBERMESH °' T `' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE PITCH > 4:12 A.F.F. OR 5/8"x10' WEDGE ANCHOR @ 24° O.C.) 2„ x 6 W1.4 x W1.4 INCLUDE THE WALL ATTACHMENTS 6 x 6 W1.4 x W1.4 D ° (2) LAYERS TYPE I OR TYPE II ° ° ° a WWF OR FIBERMESH WWF OR FIBERMESH FOR uNDERLAYMENr (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS.I III� I I I=I fe I �I I 1L=I I (o I III I I �IT�1 - D /P_1FI ' -III-III-III=I D • (1T° ° ° °a ° ° ° ° ° ° ° ° ° a ° a ° ELEV. -0'-3 1/2" p 31/2"MIN. 31/2"MIN. ° REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. -f -_-° I I �-,I I I I�I=I _- I - _ _ �I III- I I �11 I ° ° ° ° ° 2x4 CONT. ° a d ° ° d ° g ° ° ° A.F.F. t� - - N i I -1 I ll ] 3112 (min.)- 4 _ - D r� - - - p -I-IT�--�- i „ a ' _ I�I I �I I- 31/2 (min.)- 4 - D ° / _ - p •. I -I 11=i I 12 ANCHOR @ EACH -_ =1 I I I-L=1 I II I V11�Ia I II I " -I III -I I I I I I° ° 4 °a ° ° ° GARAGE DEPTH VARIES /2"(min.)-4" II =I I =I I III=III- _ - I. _ -III-) I �,� 1 31/2"(min.) - 4"-III-1 I I =I �HURRICANE - _ T - -) I �I •I (TYP.) VARIES TRUSS SEE UPLIFT SCHED. W/ ( ) 8 4I ° ° d ° ° __ I f I I-1 I!_i ITI_I 11 I�=I I I ' 11 _ I I=III I I III 1111 I IT_I-I I IF I METAL PL. UNDER EA. TRUSS ° a ° -I -I! I-ITI=ITI-I -I II' #5 CONT. [= 4 I=111=�1 #5 CONT. MOISTURE BARRIER TYPICAL INTERIOR BEARING (z) 4" 1'-4" 8" (2) MIN. INSULATION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP I SHEARWALL C U.N.O. TYPICAL BEARING WALL a@ STEPrcC NAILING SCHEDULE ON SHT. SN1 SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - 1-1111 INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA \12'N.O. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING e�5 W/A HABITABLE ROOM 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SCREWS 7" O.C. @ SHEET 2x STUD LOAD BEARING OR SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS 16" 0/C @ INSULATION PER FBC AND ENERGY �M�Ms ��N �pV 1GON��N (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT \ /' FOR WALL HGT. < 8'-6". (2) NOTE: INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION ROWS 2x BLOCKING @ 3rd FITS SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". CHART ON FLOOR PLAN FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8 STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL SEE CC/S3 OR N G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8 C.M.U. TYPICAL " BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT 24 " O.C. @ STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ( 24" O.C. VERT. OR IF NO UP LIFT ON @ WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 1/4"x31/4" TAPCONS SIMPSON SP1 () " SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP (24" MIN. LAP] x #5 REINFORCING SPACE ANCHOR ° BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 -E w/ (10)10d NAILS - N 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR W N END OF 2" x PLATE WWF OR FIBERMESH M 1x2 PT WD FURRING @ 24" O.C. ARCHITECTURAL FINISH TYP. ASSUMED FINISHED ' ' GRADE c �, _ D D PER MFR INSTRUCTIONS z #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE w o GRADE 40 MIN. Fy= 40ksi - D ° I 0° 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° z_ r, a -_ -_ a. D - FINISH GRADE 25"MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] 0- ¢ -I I III- 1-III= I=I I �L, • • U.N.O. CELLS SEE ( FOUNDATION PLAN FOOTING MONO SHOWN °D p _ oO FOR CLARITY 6 MIL VAPOR BARRIER -III I I R I °° 11 I--�= #5 REINFORCING BAR R 1 7/8" �- -11 1x4 P.T. BASE NAILER FOR LOCATIONS} D p o ° o I-III-III-III-III=III=� ° III=1 I I=1I =I I I=I I I=1I I= ? r I N z II='i'-1I1=) I=II k r I I I-III=1�= I I I 11=I I I i I I - ,- _ _ (2) #5 CONT.--iII-III-III,,, I I,, I D _ _ I I I I ��I I -III-( #5 LAP SPLICE 31/4" BASEBOARD 4"x4" INSPECTION PORT AT EACH - _ __ __ -_ I=1 � I -I � I=III III III I I_ -AI NOTE: g III -III -III I I I I -III N T FOR BEARING WALL 1=III=1 I I I I -III • COMP. SOIL. (COMPACTED TO - I D III=J._l_I - - _ 36"MIN. LAP [36" M(N. LAPJ ON 3"CHAIRS $„ 1,�„ g„ (TYP.) MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL -III- W/ UPLIFT ONLY o - _ I �- 95 /o MODIFIED PROCTOR ASTM ! ��= 1=I I I= I I=L-�=, 111� T � I, I I I-rj-� 10" MIN PSI MAY VARY PER M AT GARAGE CONTRACTOR cn 1= I= -I - I -III- -1 -1 -I - - -I - -I � I=III -III-I I=I I--I=1-I I -I I -I I-III-III-III-I-III-i D1557) „T ,I �,T, �I 4" 1'-4" „I � #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR -1 I -III_ -I Ii I I I III=� I =I I I=11 #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE it iI CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT rG W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SLAB INFORMATION. '- _ �_ - (' ° co 00 i III 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 �_ - I 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N . 6 MIL VAPOR D t = = z r- - min.) 4' 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M a r; BARRIER a • �., ° v GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO _ COMP. SOIL. ° '� _ T a 00 -_ _ - - TOP OF BEAM & LAYOUT DESIGN a o - _ - : (COMPACTED TO 95% I �[ - _ - _ - - = a--�-�' -(1) #5 REBAR w/OPT. SEE ROOF PLAN ^ a a a _ - a ° a A=I MODIFIED PROCTOR ASTM D1557) S EEN NCLOSURE �rCil� r �F' i I III -I III-1 I I- (2) HTS20 FOR STRUCTURAL- BEAM SIZE & - T 2 #5 REBAR CONT. 3" MIN. CLR. I 0 1.I I CONNECTION INFO r I d -4 I I III I r� , � • 1 ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE MIN. I �� I I I U.N.O. DETAIL) Dca P.T. PLATE I I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 I , 11-I II I �I , III Ins MIN 7/16" O.S.B. SHEATHING fi..�j,� g TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L d O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" = V-0" S3 = ' " SCALE: 3/4' -1-0 S3 w ¢ SCHEDULE OPTION #1 1/2" GYP. BD. P.T.2x � COLUMN LOCATION ¢ > > w 6x6 P.T. #2 SYP SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 2, HOLD GYP. BD. 1/2" FROM SLAB o .� W W ABU66 SLAB STEP & RECESS S.G.D. rM 0,_0„ CONT. BEAD SEALANT OPT: DEPRESS SLAB 5 Y2" SCALE: 3l4"=1'-0" S3 DEEP AND 6" BEYOND ¢ DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ° INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT _ ° a 31/2„ COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS q 13" O.H.D. RECESS ° . ° GARAGE ATTACHMENTS & 18/D1 PAD FOOTING PAVERS z _ `= CON L ! 1/2" GYPSUM WALLBOARD U.N.O, FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL --, EXTEND FILL CELLS .. _ •' EMBEDMENT @ 12" 0 C STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS @ 8" O.C. INSULATION PER CHART SQUARE CMU BLOCK BASE, TO FOUNDATION PA D E MAT REINFORCING. �' ' '•' CONT. FOOTING STEEL -1 I I ` • I I • ', •• �=v rr "� ' ' - I I -_I I .- �- •.. .• ; • t Ii1=� I �r j 1 PLATE TO CONCRETE (MIN. SHEAR 180#MIN. ON FLOOR PLAN CONT. BEAD SEALANT SIZE VARIES PER PLAN w/ MIN. 2 #5 VERTICALS () M 00 GRAD a ° -I I I �I I . �; -. . 4„ _- FILLED SOLID PLAN FOR - I .. .. . �I = I �I I I A. '•''' , .. „ -T�I I 4 I 00 TENSION 120#) CONCRETE SLAB _E = r, (SEE W =_ = �I-I�I I I I 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c� - a °.-III-III-III-I =III=I =I '.A- ' •,' ':� . 11=1 F�_ I I �•;. .,' . ; . -) _ . -LI I- - a° -' a r WWF OR FIBERMESH T _ o z w o I•- a w O W W (-I w = =III =I =I 1= z �• _ _= i- Q BRICK PAVERS or SLAB PER p o = =1 • • _ _- -_-_ - z a I- SEE A/S3 OR J/S6 I I I II I-, I ,1 I�I= FOR REINF. INFO. 3"MIN. CLEARANCE _ I SEE A/S3 OR J/S6 -I I I I I hI I I,1 II��= FOR REINF. INFO. 3"MIN, CLEARANCE -III-I a 0 -0" FIN. FLR. COMMUNITY SPECS I� � ° g Q � - - - - _- -_ M 6 MIL VAPOR =- - I -I I- 11' __- _ - _- -I I_I I I_ I I III -III -I r BARRIER 11 I' - - - = =) I=III-III=1 I I I =III- (_= w III III=III=III-III-III I I I -I I I=I l I- FOOTING I = � -III=III= � I I III III- T BEYOND F. „ 1 (1 STOR ) / 1-8 (1 STORY w/ DEPRESSED SLAB OPT.) 1-4 (1 STORY) I � III 1I (� II I I ..:. '' ' ` ' .' .. , PAD REINFORCEMENT -III=1=I 3" MIN. CLEARANCE 1' 8" 2 STOR ( ) 1'-8" 2 STORY) ( ) 4" 4" .;, :; - •�. (SEE SCHEDULE) FOOTING WIDTH !y. P.SEE CONIC. INFO. SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED ............ COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 3l4"=,'-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 10C:) z CN z Q __j U) z V, C9 C +-� LU •U - 0 tom, o �N U o� m "Cl) _ F_ U pp N O M =a; 11 v o00 twCO ¢0 o� �a rn ¢ o A BID B'D:oC N o M� o o d Cl)c��., CA Z I,L1 a a w LY 15 � a O cc 4 O V .z .w V Ern W Iff 4A •,� 'l?JWVW.FIEg �' J ry`o• •ob d O < �; 40 Af'tOFESS 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. M An 4600 W. Cypress St, Suite 200 I Tampa, FL 33607 www.LennarTampa.com °O f¢ UE90 J _ U Q QU Z Z Z w - p b z C, LL N U W -1 zZ zo F- s OC Z \.� 06 3 Q O MW = Q> Q ~ Y ZD o t C $7 m a Q_ � U2o- (V z<ZQ Q o�lg Z 20 0 20:� Lu J Lf) rl L J LLJ a ; z p ¢ � Saa [� Q Z Q Z Z aoa O� 00 Z � _ 1))m T_q a L0 o SCALE : AS NOTED DATE : 11 /28/2018 TECH: MJAM ES VERSION NO 4nO SHEET NO. S3 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY IS " VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS .1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL 11/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2 x BLOCKING @ EACH END W/ 10d @ @4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" 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/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID .F POINT EVERY OTHER -"j.F___�«� STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW o, 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 v SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 0 N 2x P.T. PLATE r` I 5/8" x 10" "J" BOLT @ 24" O/C MAX n W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. ,61 AND FILLED SOLID W/GROUT i 1 #5 VERT. IN CONC. FILLED CELL W/ m STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. x LO rn 0 r- t` 00 Q 00 N i a E 9 0 n: 00 w MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOWrB MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 d a a 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 1. IF 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. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J Q cc \\\0EM1\\ T tJJ FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR --TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S, 4 4 s d d BOTTOM OFaMOUNTING B POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ —i 16" 0.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct VERTICAL JAM 5!8 DIA. x 8 J-BOLTS AT 6-3/4", 4 -3/4', 71 ,AND 96-3/8 ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE IOOR vvvn nr�.r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. O,o O�9 s 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. SL� _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 12 (TYP.) SEE ELEV. SIMtpSON SP2 w/ (12)10d NAIL AT EACH STUD �l 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 318" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) �y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d 40 d AND FILLED W/ GROUT 1 #5 VERT. IN CONIC. FILLED CELL WlSTD. 90° HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E S SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 000 • HTT TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U v? a 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50°l0 OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED \ �10d @ 8" 0/C ATTACH ALL J EXTERIOR STUDS W/ (Al16d TOENAILS TOT P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. ��S4� F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING (P.T. SEE SECTION AA/S1 ATE AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC v RECESS V_ SP4 5P4 SIMPSON SP4 SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE BEARING WOOD FRAME WALL � 4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° ° • HTT4 wl (18)10d NAILS (3610# SPF) 5 wl (26)10d NAILS (4670# SPF) o ° • DTT2Z wl (8)114" x 1 1/2"SDS (1835#SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2"SDS (2215#SPF) ° ° HDU4-SDS2.5 w/ (10)1/4" x 21/2"SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1l4" x 21/2"SDS (4065# SPF) ___- • HDU8-SDS2.5 w/ (20)1/4" x 21/2"SDS (5665#SPF) • HDU11-SDS2.5 wl (30)1/4" x 21/2"SDS (6865#SPF) • 518" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER &NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER & - NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER &NUT a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER &NUT HTT / HDU TENSION TIE N SCALE: NTS S4 ROOF TRUSS ABOVE 2X BLOCKING I I 4 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 a a 2X8 P.T. BOTTOM ry PLATE V 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 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES C E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 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 rR SCALE: N.T.S. S4 r z M 0 — oFa z�Gto z CIL- E3 t/) (9 Q) C 4--J w •U — 0 w Ln .� `- CCS U m W E N M OI M W co M _ �? O _O N — U_ 00 U r� 0 15 aa ¢rn to vQ`r, rn < o B D® NN JC� _ N Z Wa C—D ° � C 1% ".4N - o j u? w W� a W W V �� Ck ¢ E� " L °" Z 0 _ g4 ° C'z 15 o�� w Z NJ Q N4M A xyO�1�161118J1%� �� U O �`e eta" o t�i - ' •� '0 a' wpb (D q <'. ,Q � Y.� f"A/fQ o F F S '�N To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L AR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OZ H WO W aE fF W¢�W U 2 O O UO ZUz (3 W z 2 � J Y o� o LUA U W N Zo � /1 E IL—t z 0 u F� -� T--1 o < J < J W U Ti W� o �Yr 2 W U OW OW N 0 z<Z� �a a orLE� Z z W O O J Ln r-1 W Q z < W W 7 0 ��o Ln z z z V) co W JJz W r"IO ,-+ a Ul o SCALE : AS NOTED DATE : 11 /28/2018 TECH: MJAMES VERSION N0. 4nO SHEET NO, S4 SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & ( 1/4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6) 10d x NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SIMPSON H1 OA w/ (18) 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 2"x4" 10d x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS 1 Od x 1 12" AT EA. SEE STRUCTURAL NOTES ( ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 OR 2 6 WALL USE @ 24" O.C. 7AND NAILING SCHEDULE FOR OUTLOOKER NAILING SC E HEDUL @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45' ± 24 MAX. TOP CORD BLOCKING 45°± 2X4 CONTI" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H1OA w/ (18) FOR FIRST FOUR 72X4 FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8'-0" 0/C. EXTEND AT LEAST 90% OF NAILS @ MAX. & (2)EN 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. @ 4 LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO J 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING — ATTACHED W/ 10d EA. END NAILS 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1OdX3 @ 3 O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED it 1 THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 10d NAILS 6" O.C. TOT INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" 4" O/C SPACED @ INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FROM @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" OC O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION '� O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. 5 TITEN ON OUTSIDE BACKNAIL W/ 2 16d NAILS SIMPSON H10A w/ (18) F x SP8 FOR 2x8 WALL) L SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHIN DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE 4" MAX. ELEVATIONS) DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2) 10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 48 2x BLOCKING W/ (2) 16d TOENAILS 4 " " TO OF PANEL SIMPSON H1OA w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ "MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS r-1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ T O.C. EDGES AND 12" O.C. FIELD -2x4'7 ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x TON P SIMPSON HGA10KT w/ (4)1/4"x1 1/2" -� BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"0" 1 Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" Q.C. SIMPSON SP2 w/ (12)1 Od 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT STUD WALL SEE TYP. SEC.) TRUSS) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP f r r CO N () SEE STRUCTURAL--,,,,OUTLOOKER NOTES AND NAILING SCHEDULE FOR 1 Od x 1 12" AT EA. 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR CHORD BLOCKING `° °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION `� @ 1 1 11 •. 2"x4" CROSS BRACE 24" MAX. EDGES OFOF WOOD TRUSSES 60 � APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING 1 1 2 1 1 2 . EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF TV 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d `� 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT �Il @ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED 2 2 x 4 LAMINATIONS W/ 1 ROW (3) 2' x 4 LAMINATIONS WI 1 ROW () () () (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF 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 0/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 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY PROVIDE 1/4" DIA x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) DI 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/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @ NON - LOAD BEARING LOCATIONrD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 l SECTION g ADDITIONAL INFORMATION. 0 0 N n G 45° to MINIMUM 2x m CROSS BRACING (SEE PLAN FOR LOCATIONS) (2) 16d PER JOINT to 01) CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 to CROSS BRACING DETAIL I 00 SCALE: N.T.S. 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 1 Odx3" O/C @-� 2"x TOENAIL 6" O/C RU W/ (2)16d TYPICAL NAILS „ ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 1 Od @ 4" O.C. Q (SEE SCHEDULE FOR SIZE 12 AND LOCATION) i 6.9 MAX. E S5 0 x c S [Z a v 6 S5 c0 co C� "I 00 ====E 1 `-CONT. BEARING I GABLE END BRACING DETAIL LU MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. S5 MINIMUM (2)16d PER JOINT `-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 'IT" BRACE 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 — —.-- ----m ---- ---- — — — Uj o 0 w q w o o Nt v d w Q o � o o 0 a ILL wF1 ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. �a NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.0.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" &GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE TRUSS '-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 LC 0 d 9c� CORNER JACK Y Q w z c 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 W/ DROP CEILING BRACING DETAIL a a -2�7_ /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 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 (D 12 z M _ o zC) z Q a V) ( Q) CA) -I--+ w � p O w ZD m o CC5 `— U o m N _ o ~ S 2 -0ca- M _ O oo U J00 0 Co 0 ¢m Y t` Lna� MQ a Al I B D® N.0 B D C 1 . fV N � y o ma � .0 gCDN� z Z F_ M C-N�, 6? F 5 ° W LUU) og `n NNLu Q Z o NME'q ' �e wwwSbSaa.eow ./ �S Ib '•• U,:- 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. R 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 0 u Q Y W af U� 0 z�� K co 0- a p co 5 �2F N / ` uj 6 Z Q LIJ Z11) i fy o ¢ z a z I .. i : w - Q a W O 0 z � 9 Z O �. o6 Q Ws�ma C'4 z��a LL a�fce o Wo W Z LLJ rl Ln lLi ��i a u- J ri Uj F V gFN Ln Q z W z z aoS m Z Q = zj in aLU O 06 J t- 4 a cn a SCALE : AS NOTED DATE : 11 /28/2018 TECH: MJAMES VERSION N0. 400 SHEET NO. S5 3 i� a> v v S L0 C" 0 0 I s m v v x L0 0, 0 0 ao -o i 3 a 02 N 0 o. Q 0 x 0 J N r7 0 U v O UI U O a 00 N 00 1X4 1/2" DRYWALL i \ 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1 X 4 r ( 1 X 4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION , DOOR JAMB REFER ( P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 L TO SHT. SDW2-K1 PROPER INSTALLATION MAX. 8 DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ` ' #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ Sd 4" 1 X 4 3-1/4" LONG X 3/16"0 FURRING „ „ 3/16 X 3 LONG FURRING 3/16"0 X 3-1/2" LONG FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6 O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCONS STAGGERED STAGGERED @ 16" 2X8 (TYP,) BLOCK@ SPACING " 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 JOIST 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1/2" DETAIL MASONRY THROUGH 3 �� DETAIL STD. STD. 90^ ` /� 90° HOOK (TYP.) @TOP & TTM CHORD, AND (1 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" METAL SEAT PLATE TAPCON @ 16" O.C. & 4' FROM 1X4 P.T. 3/16 x 3 -1/2 DOOR JAMB (REFER 1 X 4 1/2 DRYWALL NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR BAND BOTTOM D TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL PI JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 J FURRING — � 2X8 P.T. WITH 3/16"0 X 3" ' +2� NOTC @ FIRST COURSE SIMPSON HGAM1OKTA @ 12" O.C. EWS LONG S 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. EKED 2X8 INTO BAND JOIST & (4)1R/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL ±5^ NOTCH WEB AT THE FIRST 2 COURSES ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL FOUNDATIONPER 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 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KTw/ (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"X21/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION ° 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 POLY -CELL IN THIS AREA 2 x 8 45 DrAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER wsTRucTIONs. ; SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN . �. ° CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4 PROVIDE TAPCON WITHIN INTO ARCH BLKG. PER ) 10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL NTS 4" MIN. OF BRACE INSTALLATION DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED W/ 3 #6 X 4'%" WOOD ) () / SCREWS 16" O.C. MAX. OR IF MASONRY WALL * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. / NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. @ / (2)1Od NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ / XOV FR/y TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. + � (F G7• 1,-fir, 5,_Orr SCALE: N.T.S. SS 12 + + y PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + INISH FLO QR 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS • ° `� WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED „ EMBEDMENT INTO K.) /4 MAX PER NAILING SCHEDULE ALL TO SUPPORT + e.. ° D: #5 BAR --:CENTERED Z-0" 8" TRUSS SOFFIT + + b . D• I. o D ° W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + p• e 9 H IN TOP 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A W/ (10) 8d NAILS 2X4 SYP . ®s EACH TRUSS . D e o D .' ' KNOCKOUT / N ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE BT 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR '® _ I MONO FOOTING ' ,a e. • • D e x (3) SIZE AND REINF. PER PN LA VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. • LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2X4 CLEAN FILL D ° • e D 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. bENTER SO IT DIRT 6 z TO BE INSTALLED 011 BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL e ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION > 90' HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'/2" WOOD FOR OVER HANG FILLED CELL e , ' e� . ' s� . . ' • 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . . L ., . ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)1 Od NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 3112" TAPCONS AT 16" _, •° s• , , ,' s• , , ,' s• , •, IN,• ,Sk ', s• ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-BMONO ARCH DETAIL rK SECTION a@ ENTRY L SECTION@ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL 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" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT, FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2" ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS STUDS & - NILHTT4 U S & (1) COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. L 5/8" DIA. ALL THREAD ROD O #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" OCCURS EPDXIED w/ SIMPSON "SET" z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL ( EVERY OTHER F•F• 3 MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LL v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE e O A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ; v D w a REINFORCING AS FOLLOWS: I —I I I If I i 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT —��— o e I II�II� g #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE D .D ( z EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL _ .: N FILLED CELL SMOOTH. DO NO FURROW. D ° r ` DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE D, D - SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH, 6 MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 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. �2 o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT e ° '0 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 THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 . 16"MIN. COVER EAWAY SECTION BLOCK SHALL BE INSTALLED PER A 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4 - -1-0 _ , „ SCALE: 3/4' - 1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. (D :2!: CD Z mEj z V) C9 �,u w •p W o U o0 m W O N M 0,C,) _ Qj O O N t" o U o no Q rn N Ln oo v rn Q d All B D® I ° B,D C 1W N `D YI 00 O M W �"6z Z W w z ~ U_ w W -N*!.� a w ._ o W t,i ¢Ej ckzo-S-0,4!; 1 r w e OW '' i"`'��' E `.Q l�r�a�flFESS�p 1!k%N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L NAR 4600 W. Cypress St, Suite 200 I Tampa, FL 33607 www.Lennaffampaxom 0z 0 Lo LU za zg0 z U z Q Z 0 u� 0 �ap� W /"\ 0 L0 z L ^ L.L. z �o 2: > z CZL V) 3: rl z O "a JW U T V, J o o R 0 �- nc I— U, LLJ 0_ z N Z Zarb o 0 w J r-i CW G Q Z o wwO Ln rN. Q Z Z Paz m ZJ yz V) O oo g = rn ,-i CL cn in SCALE : AS NOTED DATE : 11 /28/2018 TECH: MJAMES VERSION N0. 4sO SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS-� COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 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. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS MAX & EACH END ALTERNATE , w DIRECTION TYP. -- v -v rn 0 0 LO I m v 'x L0 M LO J < Q 00 a 00 WOOD TRUSS -/ A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL �7 SCALE:NTS DIAGONAL AT 8'-0" MAX CB vvl L-i WU `W Ll l 1 I I1V YILV 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 T IT[ 14 TB PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS USSES (2) 12D NAILS —I AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE:NTS HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH Irl�� 111 BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS SIMPSON LSTA18 SEE PLAN VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS L. #2 SPF 48" O.C. W/ (4) CENTERED AT SIMPSON HUC410 w/ FOR CANT. 10d TOP &BOTTOM SPLIT TO TIE 16d INTO HEADER & (6) BEAMS TOGETHER 10d INTO BEAM -SEE OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-112" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES `r ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE VARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE p 16" O.C. MAX. INFO. ° SECTION @ ENTRY r8 SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE 7- L INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT KA SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4" " =1'-0 CONNECTION INFO. BM. SPLICE OVER CENTER OF POST A A I SEE PLAN FOR SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE PLAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER 4 SEE FOUNDATION ° PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABL 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. `-• MASONRY WALL BELOW: SIMPSON a<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL • 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a<. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS 4 SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2-\� SCALE:NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON • LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) 1/2" X 41/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT VERIFY WITH PLAN FORLOCATION AND DIRECTION (IF PARALLEL SEE 2/D2 FOR BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE:NTS LOW ROOFNVALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—� L (2) 2x6 BLOCKING UNDER~- FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 "*`)i SCALE: NTS DETAILS &SECTIONS (Dv Z co _ o zCD Z Q V) cD w a) 4--J _r_ p V — p "' � F r ^ V W co O n CO N W E f— p a— ON N M C (6 M S - = o cl =�W U o 00 �CLo �tm �QV MQo BD® NC� Op> � U) O M O N a,# LU Z W U) P Q CLU`" N a w r� rn LL a W V¢�� tt 0w -0 c N LA V :rc L6 W ib b;LL ..00 -. CC ro Cal 3, •%Ze. p.9OFESS,Okkr\`�� 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. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com o z 2 �oW za w¢WX UZ_00 OCiaa¢� =wz O— W Ou,�LL N '<` rf1 �/ J7 F�0 L � Lei O z o r u Ez U s�4?:Q) LJJ � r= z 2:-� O JQ W C^ r.l j o D Q z<o6 L1J �ao� C) Zak Z go 0z � Z ,--I 0 it a J Ln r-1 W Q W Z Zo $<< Ln z Paz Z Rz 2 0 0o g = JLn ¢ g rn ,--i a c!) s SCALE : AS NOTED DATE : 11 /28/2018 TECH: MJAM ES VERSION N0. 4n0 SHEET NO. D1 co 0 N ^' ^ "^ WEATHER ✓E BARRIER & tARILY SECURE WEATHER 7 RESISITIVE BARRIER TAPE (ASSEM8LE0 WINDOW ) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NOl BOTTOI P1 AKI('_I NOT USED SELF -ADHERED FLASHING HALF ROUND WINDOW 1 Ll1V1 IIIYV rL/'1V 1-IIIVV SELF -ADHERED FLASHING DECK JOIST EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 61N. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) E AM \SHING 0 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST Eon SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF Q SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER lt PLASTER STOP � CONTINUOUS BACKER - ROD & SEALANT A 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 t4 SELF -ADHERED FLASHING PATCH HERED FLASHING 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 1 Alt THIS GAP IS A RESUL NATURAL SHRINKAGI DO NOT SEAL. DRIP SCREED PLAST' ACCESSORY WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE ELEASEPAPER TO G. SCORE RO EXPOSE ADHESIVE AS SHOWN) SOFFIT/CANTILEVER 16, SELF -ADHERED FLASHING INSIDE CORNER Ground (�- Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED 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 p� 1RALFRAMING )RAL SHEATHING SAF E PLANE WRB EAK WRB FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as I #Oin 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 y+. Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and out corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all C.9 Cl) z z Q � w V) E t� o m w E � - o CV M � aj O N rJ � co <no 4 o rn o u) a v; rn Q o B D® % N N V� N 0 .w E,W O N Z O F.-d o a d ""�Nmz w 00 aza itT � LL_ O � W LW W E o a v rn Z O 4 po GN O: eV-Dm (0]a Qo cP z49 �"E A (W NQM O Lj U O IJ ❑ WWW,FDSENG.COM CV CID N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LE N N 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz O �o Z <g w¢Y� O Z L CIZ z r) V a O O E a w A J w w N ZZo I Q Q z z } L.LLU Z Z LL_ ~ (1) r-I O o O a - • w 9UU = 000 W auk f OO �jO-a Q *k N Z�� Z aZ w w C Q w Q 9p o Z Z t-1 0 2:2 0 a o J Ln Ln 6i �zo LLI G Q O¢< Ln I� Z Z Z W ¢ z 2 o � ci Z 0° O oo Z 15= J In W rn T__4 a cn o SCALE : AS NOTED DATE : 11 /28/2018 TECH: MJAM ES VERSION No' 4mO SHEET NO. W P SIMPSON StrontTie March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FED) specifies that joist hangers shall be tested per ASTM D7147 Tasting and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: 1, Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. [CC Evaluation Services ([CC -ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the 20151-Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/30/2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit www.stronatie,com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. I&P4 Keith Cullum, P.E., LEED AP dvfBDW Engineer, Southeast U.S. Branch Page 1 of 1 Simpson StrongJie Company Inc. 2221 Country Lane McKinney, TX.75009 Phone: 972.542.0326 Fax 972.542.4139 w-atmnatie.com S 'a4vw•` A3 � FL17244.1 7' 'Irr� yK rya M- `.{ ESR3455 A23 �, FL10446.2 ,,.4 Y+ e? ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216-3 F1_17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28.2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856,9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470A SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 1`1_17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 F1_10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM18 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL1085&R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 F1_17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS20B FL17219.2 ER-0200 LTT20B FL11496.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 LTW12 FL17244.8 ESR3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MP5 FL17244,22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3516 FL17240.3 ESR-3447 Will 1416 FL10667.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3,56/16 F1_13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239A3 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3446 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RTSA FL17236.3 ESR-3448 SP1 FL10466.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 PL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL10456,45 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 TH028 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.15 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGT83F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 Eft-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +6T0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461,6 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461,14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoomstar, ClassicCraft, Rustic FL7640.1 +87.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WmdCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WndCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WndCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 2. WNDOWS A. SINGLE HUNG MI Wndows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series5500 FL239.7 B. HORIZONTAL SLIDER MI Wndowsand Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Wndows and Doors Series 185 FL15349.1 +40,01-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 NIA E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA Boral Tile Saxony 900 FL7849. 16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum Gulf -ok 16" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - F1_1999A N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL652T5 NIA D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158A N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE -F-e U (D U) Cu U N Q O Ca 0 2-0 W M 0 > .� E 0 Al VJ Q CL I•- -0 . _ (17 0- <C E Z ►i W J SHEET NO. PA 1.0. -6 -0 N Florida Deparlinent of Business & Professional Regulation Florida Department of Business & Professional Regulation Florida Department of Business & Professional Regulation (n +� Building Codes and Standards Pop, i Building Codes and Standards Pop 1 Building Codes and Standards Pop 1 Florida Department of Business & Professional Regulation Pop 1 a2 � � sots 1 sails Product Approval Application Detest t 5rm,s Building Codes and Standards arsole (D Q �e Product Approval Appikatbn Dafaq Product Approval Application Mull L Product Approval Application Detail C F1S20Nf4e2 F} FJ, 1:82 O GnIL EadaLa GYa Qfla GOPeddl■ � F no Ito odePladlm no � Froml9c V.WWdp 2da Go � FOC Approval Lrl�Sg1� (U Irae sinned INadeWm[ Comm F.m�[.&.Llmo vNM.rdea Yelld� fficAnn®RI � &4aR UN vembn Laoulak%oc � ydwdl ®t VYbtld ANkmod FIND Amts)Rd Ell" tie! Ymlaa l andn .&.LWr y,g� g 10182017 12/122017 amn Approved Sale Edi&rs[ Gate Qo Dab Pendher lIm ty �^1♦, /1� Revision 2017 Themue-TN Corporation Rick Wright Lyndon F. SdrnMl P.E. Ryan J. King, P.E. 10/7&,2017 07/1Y1017 t0Y1812017 12/122017 Approved Revision 2017 Thenna-TN Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. 10g, P.E. 29&1740 P643400 757-0566 1015/2017 07/122017 10MI1 017 12M 2017 Approved Revision 2017 Themet-TN Corporation Category: Exterior DOora Rick Wyrght Lyndon F. Sahmkti, P.E Ryan J. Keg, P.E. (179)29&7740 PEI3409 (87S)7874al55 1011M17 07M22017 Txm Y1QlaQ Illam D98terd VaBaed By ya@god Submitted FIND App[mIW 3I44R W � � fa ♦�1 �/ �a Category: ExteriorSwI (419) 29e-1740 PE�3409 (813) 767-0555 ddnvQmbMpcenapenb. Subway: Exterior R Dope eubCatepory:8wopnp Frieda Door Atsarrmibt (419) (813) ritlaQrv/bldpcateuitanb. mCaYpory: Exterior Dom Assemblies ddarQuuDltlgoonsWenb. RwWen 2017 Themra-Tm Corporation Ride Wright Lyndon Stdpndt, P.E. Ryan J. Keg, P.E. PEd3409 107182017 07/1212017 t07a2o17 12n 2/Ne17 Approved � ///'''i�� 0 n subCabpay: SlN,geg Exss,for, Door AearoWbt tang Compliance Msarod: Evaluation Repot from a com Compliance M UW: Evaluation Report from a osmt idxkSwinging FompNrrw eWwd: Evaluation Repot from a C os,a Exterior Door IuuoCateOaY: Sw1Msg Exterior MorAaamolia SubcatCaftorer.gory: dolru 2e&1740 9 (813) 78741565 rkkwQrwbiogoossu la. ' ; C -l•� � y Regi Florida Registered ArMtied or a Llbauted Florida Florida Registered Aud,bd a a Lkxmeed Florida ike Florida Reghteretl Amhited a a Lianaed Florida Compliance Method: Evaluation Raped from ri osm V T� v V Protea Engineer Probaebnel Engineer Professional Engineer Florida RepWWed Archtect era Licensed Fiords O � � 2 Professional Englneer V! FLg2 NI-R2Produds O O n. Slag assets, 'a S A .Dss AmOtritlmgm lol0gli Col for !meal EesleYd Lrfaun Em m g� ProMatModaLNummerMara 1LloLAaM■or P 1 A� me Lim A—eved �Ys I+FMQ honest Roams k PJ� &fait lilelaLAm■Dm P E■� for Less Am�ffi!fr InHVHZ 0 ImRO Grim k Pmam w264e14te grenade 911QBLAm A�W>9rle,e A ImmY Qedm O " a. Thence-Tru FlherLlaNe and 8moopr-Sion Nominal 88a199;8 &quaY,NoMmpaat&quot Opaque 17/31/1020 No Yea No WA 8 I. Therms -TN FiWo-Classic and Smopn�Mar Nominal 88N89;0 &quorNommpw&Aquot Opaque 17IS1/2020 Composite Edge FEerylass No Ya No WA 9 1. TMrm►TN FWer-CIa�c and smooth-8W NominN BBfS9;8 8quokNoo-lrtpad" Olazetl 72/312020 Composite Edge FeHrglass Single Door No Yes No N7A Doleouwowna1 _ CoC " O Composite Edge Fiberglass Segle Door (IMvdngoitswing; X oon8purarion) Single Door (Imo inglOubwing; X coNiguration) Mvd n) pnsOubweg; X on"guratb 14 n. TMmN-TN 6er-Clanle and 8nnw9b oth-r F Nominal 86a39;0 &quo0on•Impact&qua Glazed 12J312020 Fiberglass Sbpk No Yes No WA Co O (%� ` CompoNb Edge Door -}� L- O FLMMG14t3 FLa2OW4M (eawegl0ubwig; X conlguration) v ^, V! I ^ Do Rim ple F�K� Do �2 bow or GYM 21& 1 Glfa Sdde 11YlaL9[ Go 21M Gets Fll301914n8 Cn TStm version SaYest Elo!!<&ll Vapdaedav YadOYd S1bID�l �A■[mul Etetr YetYed Ctleslddssl■ Si!>�Y fytlMaedav IfYldatd $Ma�tl Amrs7Rd two Tin Ymlm 11 !ice YmVAILM Mall M F1GAmmrY Amtisyes $YaR Sdloe I:aEaL9I Mt GYa Gate Co C) Revision 2017 Therms Corporation Rick Wright Lyndon F. Sd P.E. Ryan J, Keg, PA 12H3AM7 12/13f2017 1221/201? Pending FBC Approve melon 2017 TMmw-TN Corporation Riek Nhghl Lyndon F. BchmMl, RE. Ryon J. Keg, P.E. 12J+32017 12/132017 12212017 Pending FBC Approval Revision Zell TMmu TN Corporation Rkic N9gM Lyndon F. 3ohmNL P.E. Ryan J. King, P.E. 727132017 12/132017 12212077 Parades FBC Approval mm � NAMdMMX L— ^ � A :J -TN mML Glatioty: Exterior Dom (419) 29&1740 PE-43400 (813) 767-UN Category: Exterior Doors (419) 2WI740 PE-43400 (813) 787-0666 f— . i Caegory: Exterior Doors (419) 29&1740 PE 43409 (813) 76744666 aubCabnory: Swinging Exterior Door Assemblies dciw�nsokgconau6ma. 8 Swaging Exterior Door Assemblies rbuaente. RevWon 2017 TMnns-TN Corporada, Rick Wright Lyndon F. SdurYdL P.E. Ryan J. Keg, P.E. Lyndon Ryan P 17/132017 1?H312017 72212017 �g FBC Appn subCabpory: Swinging Exterior Door AwrMWa rickwQnw6ldpconalterds. CoaaNrrce Matilpuk Evaluation Repot ham a corm Compliance, RLlaemed Exterior Doors Rick) 2rght . 8 7S74f5, Compl shoe Malbom Evaluation Repot ken a con Fledda Registered Anmaed or Licensed Florida Fl�ggaaRR Wbred Archived or a Floods bcategory; Swinging Exterior A sse rvmgpmosuitenb. Florida Regberad AMINO or & Lkwnsed Florida PM%Uicnal Engineer Professional Ergkbo buts Ca,pBrrce YaClotl: Evaluation Report fran a �,+ Corn PrMuabnal Engineer Florida Registered FL*2om4u Produces Professional Engine In? Use Dealing Aallmesl Approved fortd Apamxed for Use kDass Dealers Am11&'ffiffi Lhas A Uss WMW GrimFLN2DM4U produces A2" ProdudYpdN.WaheraNeraPmdut awdkAY Deregulation Contrast expiration Deb Apo lies A—,d InHVHZ outowA Immst Mrz Resistant 22" throne Will Procluck Description Contest Expiration Dab IIIJA E 2NIN111.11M Hetlslint ftwM $!egor Product Dmrhtm Conked ElolmfmDsblDIBItli ot6we ! pror gmamL AmrorddWr AoormrMlatUal imeY Gallon 1 a. Therms -TN FBnar-Clmic did Smooth Star Nominal BBO3W,S &quoFNaMmpad&quot Opaque 12812021 No Yes No WA B f.Therms-TN Fber-ClaWc and amooM3br NartlbiN 88di39;08quoCNon-ImpdBquoC Opaque 12MI/=1 No Yes No WA g LTlrerm&TN F6fenClaWeant Smo00r-Bbr NonikrN 88dCW;g &quokNon-brpad&quok Obzed 12fJ12021 No Yas !b WA INN InHVHZ !�Y PLffinl■ Composite Edge FWglw Single Door Coupons Edge Fiberglass Single Door X censguxatlon) Carrposite Edge FbWgL s Single Dos Mwver8lQlrbwd„0: x configuration) 14 n. Thermo -TN Fbsr-CWsic and SrrdomSbr Nominal86a39;0 6quotNpnlmpad8quot Gazed 12I3112021 No Yes NO WA (InaNrnyOdavbg; X configuration) Composite Edge Fibpysss Single Door Rearch.Cribeft Search .$SMdt pnem gyOuWving; X conAgunBon) Florida Department of Business & Professional Regulation Prge+a+ Florida Department of Business & Professional Regulation Page l or 1 Building Codes and Standards 11=18 Building Codes and Standards 1AJmo+e Product Approval Application D*Wfl Product Approval Application Detail Florida Department of Business & Professional Regulation Page, d / Florida Depaftrrlent of Business & Professional Regulation Page i f l Building Codes and Standards Y&+mle Building Codes and Standards +15=18 ilrn422S,R4 Product Approval Application Detail Product Approval Application Detall 22111 EOtlaL9t Iota GYM 2oJPerAgm go gaga one, a 2111 go Do PlOdm 20 FiEf53124d Ixm Yml- IbmijaihmC carried aLir vwmmwBs )lam EWmtldtl FQirAOmIDftl Approved Elaaa Tam Version hastagaai Sect CDaNaar.&IJaaalsyabdobdIs vatitlYd 890mtlstd PSCAmtsyal Approved AMR Revision 2D17 Therms -TN Ourpo an Rick Wright National AecredkaUon & Ryan J. King, P.E. 12MM17 09/21rd017 1222/2017 Apprmned Revision 2017 7harm&TN Corporation Rick Wright National AeaWeation & Ryan J. Nhg, P.E. 1220=17 0921=7 IZ2202017 Approved Cetepory: Exterior Doors (419) 2WIT40 Management Institute (813) 767-6555 Cdol ory: Exterior Doors (419) 296-1740 Management InaBeas (W21) 767.6565 Salta EYbLas Gets RYe DeY.Erop Cora Sale Ertl* or 210 201a GYa Subcategory: Swinging Exterior Door Assemblies ddnw■w4Mpcwnultanb. S doCals": Swingirg Exterior DoarAaambes dd,w@nvbkgeonsuberb. IesM VersionYIal4� Content E�&LIomM Yamaad�l YaSdYad $ 1BG.Am[e7Rl AonroYad AN" MOM YYeme 11l md�01[ SmHst Embfa[.4hlrkfnee VNieetedar yp� Compllaeos. - . ; Gmscetlan Mork or Lbtbg corm Compliance Modead: GN6gtion Mark or Listing con Revision 2017 MI Windows and Does Brand Sesser Luis R000no Up Sown M. Udoh, PE 081/32017 OSr11/2017 09I1&2017 10/102017 Approved Revision 2017 MI Waedows and Door Blom Stanger Luis Roberto Lomas Sloven M. Uman, PE 081132017 08111=7 =16=7 10/10=17 Approved Calepby: Exterior Doors (717) 3663300 PEb2514 (717) 317-84M Category: Exterior Door (717) 365.3300 PE-62514 (717) 317-5454 aubCatepay: Sdalnp Exterior Door Assemblies MrnperQmtxtl.Wrrn aubCopay: Sliding Exterior Door Assemblies bsltarserQmiwd.00m QWAWAssunmo Approved.$ rtheo Approval for Iles Imeddl GIYm Gustav Arpa6rAporoved for Apdraad for Use kmmst trim CompNrna Metlrod: Evaluation Report from a Coaplbnu IlaMnod: Evahatlen Rapodfrom a AMA Product Modest. Number or Name Pnedual Dissertation 228WELCOdNNKLQW In HVHz Dalkdit HVfZ .ssW■< Pull■ Elag S m.■r 1H1DDI; Olfthk Mesons ParuR Florida Registered Archked or a Uoenaed FbrWo Florida RegktwW ArdvW or ■ Licensed FIWM. 1 a. "Clu edoCnR&quot and &quokSendarrark by 6% and &D Opaque and GIazW Flbw*m Dwrwb 12131=1 No Yes No WA 5 e. &quohSmootlFS &Quit real &quo;eenclmark by SIB and Se) Opaque and Glazed Fiberglass Door with 121312021 No Yea No WA Pro me Engineer Probational Engineer Thema-Tru&quok and without SSBNM. leveeing and Oubwbg TMmet-Tru6quot and wioaut Sideyda. IrWAV and Outewkg guaftAm■est Amloviedffi!!r Approved for Use WEI DLI= OUSMAmlmr Ailoroved for Use Approved for Lim immo Dooker gggf PreArN ll*"-Numbers Name prpojdpwdoum Contrast ExabaBon Debt IB.HVHZ ! goab id p� Aug ProrkretMOON. Nunrbnor Noft Productilhasorl Dab In HIM H9d■IdMDGli Baaom PJaaam 1 ilrma.Create 3 BERiE8420 ALUMINUM SM REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OXO 1213112018 No Yes NO WA 4 &ERIFr3420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX. 17/31/2018 No Yes No WA 1453/48quoloogs6grdt; XO, XX 9$&quo XWkuob Florida DepaMtent of Business & Professional Regulation P.ge 1 or 1 Florida Department of Business & Professional Regulation Page 1 a 1 Florida DepaMlent of Business & Professional Regulation woe l of, Florida Department of Business & Professional Regulation P.ga l a l Building Codes and Standards I15m id Building Codes and Standards 115=16 Building Codes and Standards 115=18 Building Codas and Standards +tannic Product Approval Application Detail Product Approves Application octant Product Approval Application Detail Product Approval Application Detail FLMALi14114 Ftmold12d- i Br3titiTM4tS Sale Enter or 20 no Daft Pending GYa 1 2e26 Enft or 20 Ra Dole p m 21h Sale Entity or RIM 21a ode Pald■ 20 221112 ardor or 20 no Daum Rik 1allit Vmled MagglaigiM Saolent Emimx& Lime YaYdetaid @L Ywwod Willis Yd FIC Ainmorall Amro ed Ill" Imp Version 1Samdep4■L Sim Emelarr a Lb— Validated By Yalldrd EIbI6aW FDCAmrlrY Aged limlR Tye! j(ggap magillsom Coded EGnIB!lr& Lbr Validated as y d,g allbMWd F0C Anow4al AoKvftd g Ito Viewers vastiesselat GonYd Leg lwwlbNLk Validated SWmtlld FW Am@rY An➢ranned StmR Revision 2017 Copay, Budding Products Company Mark Westerfield Inheriek Testing Services NA, Gary Pluahisr l laQ 017 06Ho12017 112105=17 Approved Revision 2017 Clem Sugdng Products Company Made Wallorlie d IbarMr Testing Services NA, O rry Pluehlsr 1112a2017 00102017 12/06=17 Approved RMtlon 2017 MI Windows and Door Brent SlI fter Luis Roberto Lama Sloven M. Ikich, PE 091132011 oamir i, 081152017 1011012017 Approved RWWM 2017 MI Wledows and Doors Bren Stanger Luis Roberto Lomas Sown M. Udch, PE 081132017 081112017 08/16=17 101IMM17 Approved Cate&or)': Exterior Door (513) 770.8062 Inc. (513) 5194M Category: Exterior Doors (513) 7703082 lob. (513) 5194M — Category. Elssdor Doors (I'M 3054M PE-02514 (717) 317-8464 Caegary: Exterior Doors (717) 365-WW PE-42514 (717) 317-8454 SubCWpory: Sedbnel Exdelon' DoorAeambtla mwaderMMYcbpery SubCab(pry: Sedbnl Exterior Door Assemblies nawaterseqlitdopsy.com ■ Subcategory: SlI ft Exterior Door Assemblies bsMngerQmiwd.osm Subcategory: Slefks Exterior Door Assemblies WMnperQnYwd.wm CoapNres Method: Grltilostlorh Mark or Lbtin9 CemWla,cs Irsllnod: Gasification Mark orLbtinp Caanpllace Method, Evaluation Report from a Coar ism Msanod: Evaluation Report from a Florida R99WWrW Ardnitsd or a Lkensed Florida Florida Replsts,ed Amhlted or a Lloonsed Florida Protsssbnal Enpkbx Prokesonal Engkwx Quality Assurance Approved for this Approved for 1ba know Dallm QudW Assendarift Aseumved for ties Aporawscl.for Use l.md Dalkon Eaag ProaatMedLL Wnmaallor Contrast Figlissigialft 1,HVHZ Outsidei Hssom Priestess Ses2 rroeraLMedN. W.mawaxaa P ppfsser SamastE s inHYHZ IamdLum RUMM therm 37 OS7 WYS-0B PAN-2F161: gel, 94, 73, 75, IBM, 190, 76, Steal Pan (min. 26 ga.) Sln;;WCar (up to IrW wide) os212g28 No Yes No +30 PSFt32 53 063 W&16 PAN-2F15S: gM, 94, 73, 75, 1500, 190. 4RST, Steel Pan (thin. 25 ga.) Double -Car (9'2- to 16'(r 0521=8 No Yea No -30 PSF1,W Ageroved-for this Approved for Use IaM.E Desion Quaker Apornwad.for Use ApmlLld,Ior Lee* lentil QaYm 76V, 4RST, 4RSF, ORST, SRSF, 2RST, 48. 42, 55,486, WWNDCODE66174; W5 Garage Door PSF 4RSF, BRST, BRSF, 48, 42, 56, 488, 426, 55S, GOBS, wire) WINDCODE&$174; WS Cannot Door PSF SlaE In Claude p Am Prodyalt Medal. Number a Item; Prrodwa Deserhollon contract Expintilm Date he XViQ OUNWO NYN2 R PyMpa 428, 55S, Goss, GD6SV, GRSS, GRSSV, ARSE, ARSW, GGSV, GM. GRSSV, ARSS, AR5SV, EOSS, ED5SV 1 BERIES 420ALUMINLIM SOD SERIES 420 ALUMINUM BCD OXO 12/31,2018 No Yes No NIA 2 SERIES420ALUMINUMSOD SERIES 420ALUMINUM SOD OX, XO, XX 12131201s No Yes No WA ED6S,ED6SV 1453N8quokx808quot NON40NFORCED 98&quo"80rqud; NON -REINFORCED I I 0 Florida Department of Business & Professional Regulation Prel l or i Florida Deperbnent of Business & Professional Regulation Page i of I Florida Deparbrtent of Business & Professional Regulation Pas., or+ Florida Department of Business & Professional Regulation Building Codes and Standards 115mis Building Codes and Standards i 6201b Building Codes and Standards If5201a Building Coda and Standards +tiro+e Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail "11=1414 FLM141r FLst1637.t7 EYmsr no no Dab POWIM Rik220e "r49SM EDost go no DaWPOWkw 20t Sate Enftor 291 21t ROLE2009 20 .eW Know or GYe Go GlIePaOdlm Go 2M Tyne Version 111 contest Ems& L Validated S r IlYldrOd &lbmW" FM Approval Approved lore Tye! Version ! Coastal ancestor & License validated By Yg� Ir.E2mroy! .AA WWM albs SYe! version masilaOMx Saaot Eoahm[lLl�e VlldoWMy YAQA d Admdtd FICAnamol Apww d a at bans !lowed k DmYlt Em4oL.iL�ae V�.®r AN" $lbaw■d l Rl Anametl IIbM. Revisfon 2017 CURRIES Division of AADG, Inc MSIc Dave UL LLC Ted Sermon, PE 1 V302f117 1012612017 12f05r2017 Approved Revision 2017 Me Windows and Doan Brant Stanger American A,rAitsdurai Sown M. Urbh, PE 1229r2017 12M=017 Validated ■ t_ Revision 2D17 MI Windows and Doors Bran SMrgor Luis Robert Lorca Steven M. Urkh, PE =13=17 081112017 081152017 10102017 Approved Revteion 2017 POT kduWes Dean Rusk MlaM-Dade BCCO - CER MWr&Dode SCCO- VAL 1220/2017 1128=17 1226/2017 Approved Category: Ekbrbr Doors (841) 494.2844 (306) 88&4707 Dategory: Whaloa (7 7) rare n � Category: Exterior Doors (717) 386. M PE-M14 (717) 317-0454 Cabporlr: Si Doors 498-0100 (735) 31&2690 Exterior Dora Components dave.dedle®aeeaabby.m mCabpay: $Ira%d: Hag bsMlnperQntiwd.com SubCalls": Slklhs Exterior DoorAteembiles boW gerQmkM.com : &uld:aaltgory: SMbp Efderia DoorAeeemfNba druar OrwrkQpgBedustries.com Compliance tampaence NNhed: Certsleatlan Mall a Lbas o m C CaspeaNs Method: Grd6ea90n Mark or LbBnp Compliance Mwmd: Evaluation Report from a Compliance UW..k CerMeabon Mark or Lodrg Florida ReOtetened ArrixNW or a Licensed Florida F1117637411 IrodnnbFL#1749@4t2 Product, Professional Engineer 1019261.RM Prpmeee Dollar Assurance Ap aoved M flee Ate' for Use Jmast Design Quality Assurance ApvovM for llw Approved for Use )� Deselicat g gg�t Approved for Use Ipt!!mi Convicts d1Z Resistant PJmMa lts4g ProBmtMedal.Nurmer orNMY P flYmn SIt In HvHZ Outside .HVHZ BrlWal P—a $mg Prokwtuo .._NrameraN— bzbmiumwigumSst Sanitation Dab In.IDl2t7. oauNkmvmz lisslamd PI!!Wa Appraed to Ups Juxenwed farUse bwo Pallor 10 SOD-6570 Mares Ipad) Vinyl Sl dog Cana Door 04/1412021 Yes Yes sip WA 1 807, 707, 727, 747. and 847 Single and Paw of Dona Flush, Gazed, and Louvered tingle and pairs of 1213IMMS Yes Yes Yea WA 2 185 SIN 82x84 FROlonge From MW SkVb Hung lo0g201g No Yn No +8040 'seat P S VedPaOa Inldt6 4m .1!lBallastsaliBallastsfrm page hdbw meld aooee. 5 SERIES 420 ALUMINUM SOD REINFORCED 12131r SERIES 420 ALUMINUM SOD REINFORCED XXX 12/312018 NO Yes No W WA 14.39quo4a0&puck 2017 61.10 O (/�gy�p W Florida Department of Business & Profesafonai Regulation Building Codes and Standards papa 1 a 1 14mb16 Florida Departfent Of Business & Professional Regulation Building Codes and Standards Pye, a, + +a Florida DepaMtent of Business & Professional Regulation Pope + of I Florida Department of Business & Professional Regulation page t e i Application Building Codes and Standards 1542018 Building Codes and Standards Immill Product Approval Application Detail Product Approval Detail Product Approval Application Dertall Product Approval Application Detail FL#15349M R2243 e� (D V Iiatk BYmL9t 20 am Dab � Raft smaller, Go lIo QmEeotlo go nmarnwits "52714114 BM Version llaaahmrar contest Enobr aLi n YeptlYWal Ya00ad Submitted FWADWMW Amrmed AVER sae Version jaggildiagais Sated EOorraLjormad Ye60rbodbir Validated Submitted PICAmrmel, Approved SiWR cz 226 EYl y or 20t 21h Dow PMNNM 21M tad! EntW 20 10 Dole pencom 211 Revision 2017 MI Windows and Doors seem sMtlssr Amerian Architectural Steven M. Uddk PE 120172D17 1201/2017 011042018 Approved Revision 2017 POT Industries Morn Rwrk Mian"ods BCCO - CER Mem6Dade SCCO - VAL 1202017 12011=17 12/2S2017 Approved � Type y�pp Saner VNMNed as Yelbww bbasMd 1 Approved AMR yam mumbehm D■Y£t EmMtlL&.LJ9a0r Meadow N YAY ANks" Pll2AmmtY Am ov d SIYm Category: Windows (717) 3853900 Manulpcluron AnodeWn (717) 917.8454 Category: Windows:Floodruar 48&0100 (78W 31 &2al0 .she! Flood Feed WtamgafQmdwd.fdth druarkQpptlmduebNs.com O Revision 2017 Ckpay Building Products Company Mora WeeterMM Inknisk Testing Services NA, Gary Plusher 11&MI7 M102017 12f0M17 Approved Revision 2017 CWM Building Hctluds Company Mark Westerfield Ineebk Tssbxg Sarvlces NA, Gary PbnNer 11MM17 08110=17 121051201? Approved Compliance Melbod: Gr119ation Male or Ued,q Computer" Cpe,pgNce Yalhed: CeNsostlon Mark a L1NInp CompliSubCalance WW Category: Exteer Doors (613) 770Ags2 Inc. (513) 519-BBBB Category: Exterior Doors (513) 77041M bo (513) 518-0588 Subcategory: Sectional Exterior Door Assemblies mwasherseMQdopay.corl SubCategory: Sectional EXWW Door Assom"M mweatenfloMQdopry.cpmPL#I§U§4tg Produces Compliance Meacd: Grtlitceaon Mark or Log Compliance Meaeod: CeNsaSan Mark or Lhtlnng Quash, A— Am<'aved.for Use Aporadfor Use blmd low= Qualliv Assumereve Avenged for Use Abscond for UIRIM Dealm PIA52794tgP,,k,ft FLOI&ZnWWPMdUWB $esg Numborarillonse Produst.4odYfed In HVHZ Outside HIM PASIBUM E. Ees.g Product Model. Number or Manor Proceed Deftrinfirm Contract brobitlon ode In HIM ougeddermyl4Z tiallYm p awl Prosked Model. Number or Mom P dodw 2201oatEiYowamam Approved InHQl7. OrssideHvHZ for Use hmmwt Basing onion Pressure Sol Product Model. Number orName audb proded odoorkillon gammalaboanDo Anonivadfortheir AgglOVed for ties I6.HVIC oulamblHi hnmd Bssost Drlm Est■■ a 185 PW 73 x 72 Inwh ed Gees 04I0MIS No Yes No IM-00 9 PW-5520 (Larger Missile lmpad) Vinyl Fixed Widow 041362020 Yee Yes Yes WA 85 085 VV5.M PAN-2F1 63:73. 75, 84A, 94, 42, 48, 428, 486. Steel Pan (min. 25 ga.) Single -Car (up to WO' wore) 050212m ee Yes No +35 PSF/42 102 102 W&16 PAN-2F163: 73, 76, 84A, 94, 42, 48, 42B, 488, Steel Pan (min. 259aJ Mube-CW (W2-to 167 062112028 No Yes No +37 PSFMa 4RST, OW, Goss, GRSS, ARSE, EOSS WINDCODEW 74; WS Caress Door PSF 4RST, SRST, GOSS, GRSS, AR68, EDSS wide) WINOCODE0174; W6 Garpe Door PSF U O L Florida Depar rrient of Business & Professional Regulation Page 1.11 Building Codes and Standards trample ^, �W �/ Product Approval Application Detail J f�RV Florida Department of Business & Professional Regulation papa+a, Florida Deparb.a. of Business & Professional Regulation wpe I d 1 Building Codes and Standards 11512018 Building Codes and Standards IPM1e FLU M a ■ gill! Smile or 2Del Dee Palm go■ Product Approval Application Detail Product Approval Application Detall mm Version Ma6a6lYl W contest Emimr31.1comar Vedaed By Velidao submitted I>I AmmyY Approved AWE Revblon 2017 TMrma-TN Corporation Rick Wight Lyndon F. Sds:ML P.E. Ryan J. Keg, P.E 10182017 10182017 107222017 12/122017 Approvedcisawr. w Exterior Doors 7�su�� PE 13409 B13) 787 8665 I3 P1ill3di$Q subcategory: Swlrgtrg Exdeda GoorAssembties dolow god! Ealmc a[ go !la Data PA MNM no 296 Erdw or 210 go Deb Persians292 CompBras Method: Evaluation Reporthom a tarn min version Iffinuffitaw corAid Engineers YMMMM By validated FE2.AmImRI Approved Ira sinned L Dnr9esl Eoalaeac.&L,kame YJd�h YrIIBod Sam lQD�tY AapexMd SttlIRQ Florida Registered Architect or a Lkxmsed Floridaalidated$lbmSYd Revision 2017 POT Industrla Dan Rustic Mlan&Dode SCCO - CER MW,,d.Dsde SCCO - VAL 12riMI7 00872017 121202017 Approved Revision 2017 &M Windows and Doors anent Stanger Amerlosn Archbobtral Steven M. Uddn, PE 01103=18 01/032018 Validated Professional Engineer z Category: Windows (941) 4"00 (786) 316-2590 Caegory: Windows (717) 365-MM Manubdurers Aswdallon (7M 317-8484 PLEY640M Pd,,ft SubCatenory: Skt* Hung druarir®pptlrnmtetrbe.can Subcategory; Horizontal Sider GMnge,Qmlwd.tgn OLOW Assurance A®rffi.mr Use Ao�.6x!!m hmesl onion Cowpliace Method: Ce,tlflntbn Mark aLWbp Compliance Deemed l,ertlll�on Mark aLMlg AMA Ca tEmif 4k� OutsideI pressure,z 1 a. &quot,FbeuCbu*k quot, 8,quokSmootheorrsquot., 6&M:$ &quotdmpad&quol Closed Flbegion 12I312mi No Ya Ya WA Q for Onager Asiumes Aoeraved f1Ell1! appall Dlrled &ig queskCrasdquot w&qua[;CesslcCnft Single Dear-p()ioswdnp or Dl,ta'baYConspuredon Apaceed for Approved the NEW 2Mm Rot ,&gag Product Model. 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