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HomeMy WebLinkAbout3317 Kresterbrooke Ln3`:N1 el. `� �6 �,�,►�141�� �( SMAWL GO 01 PILL \NC� t1i S �Lt�1 G CCU . CODS FL � ����,� �ODSf r t L� - 1�lo.S pNp ItAs C° b.oe� F 2•P F7 171 F1 IFE][17:1❑ FE71MEl El FE111 ❑ INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 2 INTERIOR OR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN 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 or A.H.U. Air Handler Unit ALT orALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or 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 CCont. Continuous CTT or or C.. T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each EW or E.W. Each Way ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EXT or Ext. Exterior EXP or Exp. Expansion FBC Florida Building Code FDN or Fdn. Foundation FXD GL Fixed Glass FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F,P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Fig. Footing GALV or Galv. Galvanized GC or G.C. General Contractor GFI or G.F.I, Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KIWALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or L Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub M GT Management (room) MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MW or MICRO or Micro. Microwave MIN or Min Minimum MIR or Mir. Mirror ML or M, L. Microlam MONO or Mono Monolithic 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 PLT HT or Pit. Ht. Plate Height PLNT SHLF or Pit. Sh. Plant Shelf 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 RAG or Rag. Return Air Grill RAD or Rad. Radius REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing READ or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS or R/S or R&S Rod and Shelf SD or SD. Smoke Detector SQ FT or SF or S.F. Square Foot (feet) SGD Sliding Glass Door SH or Sh. Shelves SHWR or Shwr. Shower SHT Sheet SL or S.L. Side Lights SPF or S.P.F. Spruce Pine Fir SPECS or SPECS. Specifications SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow PineF1 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 or V.L. Versalam VTR Vent through Roof W or w Washer W/ or w/ With WC or WIC or W.C. Water Closet (toilet) WA or W.A. Wedge Anchor 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 REVISIONS 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 z CO O — O Z z Q a z cn (D � w O(DV) w Ln E .� U or - CV W F-- p N M C c a M S N O O N V 00 o Q rn Uri 06 o �n g_ v �i Q o A ® B D@ h C B D C _. t; 10 .w N N v m z Mop w� ii info o (W W N" a w E rmkUA Z C ��� °� o � W .2. Ufitlot — w? \Nf r _ bvw -. sE .ecM v C; L•� it✓ r.j. .��'i. 05 F ya 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. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �z �o Z Zf gggq� w¢[�IY UZUO U Z O W c p m W 0 L < w ZZ _ Z CC z L Z w 0 o �Z LU U _ U LUI Y � ' O5 +€ LLI u6ma 0 � g W-,<¢ Q QuJ a ou-L2 Z Z ¢w,� rr-i LU 2: W z V7a Z� F- 8 all �VS M W Z `5 LU ao J Z � = a Z SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAM ES VERSION N0. 4nO SHEET NO. C S C c d 00 C" N 0 rq e7 O A O H.B. 53 EGRESS EGRESS i? d AC PAD k rA S3 TYP @ 1 STORY b' \ \ \ \ I \ 00 20'-6$" a, -- -- O O -- 36 N - PAIIffY 16"1�EP d �W W rn= o I- Z'- - 10'-4" c5c�°° ;. 1 U-421 m 00 v 2 �, I _ I FIBERGLASS `�I$° SURROUND N i I I B -- I 5r irr I I 11'-0° - RANGE: _ N ■ o o co Oc�7 \ I 00 CAFE � �_ �� CLG.0 PATIO CARPET t o 1 V-78"I 04 r N�� � \ > V CPT REF. CO I I ( BEDROOM 8-O'CLG. I CARPET j ( 5068 B.F. 8'-8" BEDROOM 3 8'-0" CLG. 2 CARPET o co 5'-4" o 5'-4 I BEDROOM 4 8'-0"CLG. CARPET 4068 B.F. 7'-6" rn �WQ 0 �''� N _ f TI ESI Kw/ ISP ,„ _ D.W. t o o I I � =_-J--------� CtD --___- -' =a W ILE CD v�o _ �o z Ip g N �( `v 14'-6" I -- I 6'-101, 4'-7" I R&S------ N � 2668 -1 �TN� ----- ----82R&5 HDR AT T-4" T-10" 10'-10$23'-O" 7 „ 6, ;�n - _ O M "' p S3 TYP @ 1 STORY ' 10 FAMILY R M g'-4" CLG. CARPET I Mew co I 4,-0" (4) 2x4 #2 SYP STUDS BERG W/ USP HTT4 BASE SURROU MI)60"x36" 2 68 s O 3068 I ENTRY 8'-0" CLG. o 10 v !9'-4' E • co 2:12 VAULTED CLG. '� I C~71 64" _ I- it R.A.G. F AHU T 0 SS �„ SHOWER 5' 3," 82 r T. 10" (4) 2x4 #2 SYP K STUDS W/ USP S3 HTT4 @ BASE r - --i nN I Ix f- r 11 14 a I � I 11 1 1 II _11!/ II K %�� S3 0, EDGE OF SLAB 2" BEYOND WALL 20'-082" CC D"oo S3 S3 ----- �- - - - - - I I NOTE: ISHED I WALLS TO BE I� - FLUSH. VERIFY IN FIELD. ICI I I I o0S3 I I w I O X I W I I p I X I cro I - T -- S� I I I I I I II I I I I I I 1781 I I I I I IN I I I I I 4 8'- " C G. • '�N ILE OPT. D OPT. o I I 17'-083" _ _ _ _ _ _ R&S HANSON BOX @ 36" A.F.F. DRYER VENT THRU ROOF 2668 T-8„ _ _ j I I I j 1 _ 3-0" �Xw Mw - I N T I OWNER'S SUITE - 8'-0" CLG. rB 00 CARPET 0 T W.I.C. T 8'-0" CLG. CARPET ---- R&S --- ; I I -d 2 CAR GARAGE 8-o CLG. 2'-6" BUILDER TO PROVIDE O APPLIANCE PROTECTION CD WHEN REQUIRED N PER FBC I I I I I I L r----------- I I I I I I I I I I _ TIE _ INEI J, 5-SH ' 6" DPa' 0 OP f I 55'-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/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 7 1 /4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X25i S.H. 13 20 X 38 j 18 J X 371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 184X62} S.H. 16 20X72 184X71j S.H. 11-12 271/4X26 26X25 S.H. 11-13 271/4X38j 26x371 S.H. 1 H4 27 4 X 50 j 26 x 50 S.H. 11-15 27jX63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 j X 26 36 J X 25 1/2 S.H. 23 37 j4 X 38 j 36 j X 37 3/4 S.H. 24 37 J X 50 1 36 J X 50 S.H. 25 37 j X 63 36 J X 62 1/2 S.H. 26 37jX72 36jX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 j 52 J X 37 i S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 X 62 S.H. 36 54X72 52 X71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N!A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" DA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 �E +26.6 / -28.0 OF +26.6 / -32.2 �G SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND IIIlllill11111111 - TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 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 PLAN Al EXT FRAME 2 x R-13 KRAFT FACED FLOOR FIRST I CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION IR-11/R-13 KRAFT FACED SCALE: Y4"=1 r-On (GARAGE / LIVING) C4 V Z � 0 v � z z _j (nVj (9 (DM w r-) OL.0 �v) C6r- U o � m N LJ J E k o - N M 0)(M M CO _ U O O N o wu_� U 0 Q v M ¢ d A 1 B D. N c B D c N N o N Qo Z Gr•. ,y-, Z F JCn N _ 0. W W h - LL o a W .E F Z �� a C C N LLZ a :. is ¢� N Q M C II W W � It/ V6CVfit(''°"-f'D To the best of the Engineer's knowledge, information and belief, the structural plans and specificaticns 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 oz 0 W� Ee W¢d� �0UUQ Z� Z CO,z 0 <a u� O m N Z0OO L o F- O �g N T� L L o z 0 �w U _ ,-- 61 0 0 J LU uow- *k C)< a Uj Uj z n� Z LU Ln tii ¢ ' Z c-5 Uj g g� 0000 Q Z L o Z Z Rzo o m Un z Uj _ z ¢f .-i a cn o SCALE : AS NOTED DATE : 10/29/2018 TECH: M)AM ES VERSION NO. 4wO SHEET NO. 1.0 C� M O — O z `D z� d t/� C.4 W CCS o �V — OW v �� m N W '�V.W U) 10 Umz U)m HE LU 2'-84' OF MIRROR — //%/ - - �/% p O 80 00 - I O o \ / r> 0 L 3 OWNER'S BATH OWNER'S BATH BATH 2 S M O LU 00 2: LU E3 O O-0 ih 9 HOOD Ll L] 0 0 0 0 0 CV N CO J 000 n00 21 ---- ---- DWUJI o 0 0 N a � � PT. REF. RANGE Y KITCHEN ISLAND KITCHEN KITCHEN N O\i 0 w INTERIOR ELEVATIONS SCALE: 1 /2"=V-0" C1^J MIRROR 0 co 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS C2 Q IN 02 ;R1 T.O.M. HDR HGT. 6" FASCIA (TYP) TEXTURED _ CEMENTICIOUS FINISH ON C.M.U. (TYP.) F. FL. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1'-0" 01 15'-0" RIDGE VENT 12 5� 12 5� / CV 12 �5 HEEL -- T.O.M. Iv — HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. - (TYP.) C? zo ------- ---F.FL. -------------------- 14'-0" RIDGE VENT 12 �5 0 :t FRONT ELEVATION - Al 2'-0" � RIGHT ELEVATION - Al 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. 13703.7.1 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 SO, IN. OF NET FREE AREA / SQ. FT. o o N - 13 U) V) o O ZD F o C)M m N o U = M CM t`O -0 0 0 CO N rv_co MEN=C) o rn V) o 0 �p-i:s rn¢ d B D® N C B D,C l N N gM z wz° fALU 1— im W adi UJ U¢a Z 0 =-l"t 4�a�¢ O O I:,i_, __ Ve .{ppp `bqq EE Iellu G+•�tti�a� � 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.LennaffgDpa.com t=to 3Q za Ea Z w<ixX Uz00 fu a� Uz�z < Wok L oF�p L W`s. W zul � � 1 Q Xz z Z � 4 3 cc GCl ^' O U = '—I Q929 o ' z O <z8 r*4 Cr UWOW o z ¢a t[ V- ¢aw odg Z �o�P Z W T—J Ln Ll.j o'ow 15qzo di 0000 Q Z irQz Z t—u m fir OD < = a _1 ,-i a cn o SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. 3.1 a� v 'x O rn co r I co T3 00 a v 0 J rn r` 00 c a 12 5� 12 5� 14'-0" RIDGE VENT EXTENDED OVERHANG TO BE CENTERED — ON DOOR 12 15 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ------------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 15'-0" RIDGE VENT REAR ELEVATION - Al 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF, SPECIFICATIONS HDR HGT. -------- TZ-0" TEXTURED TEXTURED CEMENTICIOUS CEMEFINISH NTICIOUS FINISH ON C.M.U. ON C.M.U. (TYP.) (TYP.) _ OD F.FL. J N O\i N 0 W LEFT ELEVATION - Al SCALE: 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath, All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. `*CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 0 Cl) O — O z� N Z V) (D � W (Dru p U — O W U m W E C,N C M C M Co M S g? 1 O o N i.+- C 0 aaD�o 5 <irn U) no u7av A Q d ED. N. C Z_ W z F .g' J C? C cn u- o � W NJ N N A. w L W -'c a Z �(go C Z U) ET-2 UM W � �`o s cbtJt • i 0- c �O ,4— 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. 4600 W, Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ 0 Wo za �f F Z UEOO zoo z _O w z f— =oW J WoC Sm�o W QJ zz Z L (3)o W } V � LU f Z LL � a U) 4� -0 O 0 Z -W U = ¢ LU µo�t,.�oa 0 he P Y I. r foLU LU "' fV E z z Z aaU g��g Z T.l Luce W Ln TI lL! c G Lazo V Uf O V O F 8 z 00 Q z Z Q �ZS Z $ oJz m rn oo � _ " d U) a SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. 3.2 VARIES 1'-10" 12° CAP = CAP T 2" 2" *NOTE: 1" N FOAM TO BE USED 1" RADIUS M ONLY WHEN - 1/2" RADIUS (D REQUIRED BY �N 3 112" RADIUS COMMUNITY - 3/4" RADIUS 4 1-54 ° Miv iv 00 = SPECS. IF NOT, N i� ch CD DETAIL TO BE 1" 2" OPENING VARIES 2" 1rr irr BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1" 4" VARIES U 1" OPENING VARIES 1'_4" o 0 1 VARIES z 0 21' 1 rr 1'-4" 1 rr Q M 12 VARIES iv r N 1 rr 1 r prr 1 rr13 11 1/2" RADIUS 11 T 4" 4" 42 = 2" 2 1/2" RADIUS , 0 nnN 0 314" Orr r W 1.0 N = _ n Ak M� _ U �� -IN CD mitt •- BOO M CD O W 12 F- = VARIES 12 32" 11„ 32rr i� o C6 ` 1rr ,rr 1" 1" 1" BASE BASE L' m o W W M T t77 CO ^TN 3rr 2 2 O o `" s" 3in 1''8" O M MTa 1 rr 1 r' 4 a 4 / " ism= < o fl o 1 r-Orr I I rn Q 71:o CV N c B D• z B D® NOTE: VARIES $�� 2rr N b FOAM TO BE USED u? ) 3rr REQUIRED BY 1'-6" ONLY WHENT I P� 2 a o ua w COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES 2 cp 1" 1'-4" rf(— Ala Q W DETAIL TO BE 2" 2' I Z 0 m ¢ O iD BUILT W/ STUCCO. 21" 4D _ N °w LY N<�� Q EDGE OF ( � ' UM Z Q Q M OPENING �, ° ,� O v U O WWW.FDSENG.COM 0 1-1/2" THICK 1-1/2" THICK CID 0 4" 10'r N -1N — N N 101. Err o 241" �t _ T =1v o> ro 79 (D 3" , 4 6rr U) 2 N 2rr 4" r 3n 2rr 2" N TC7 / > > 1-1/2" THICK 1r To the best of the Engineers knowledge, information and belief, 32 the structural plans and specifications contained within these 21rr drawings comply with the 2017 Florida Building Code - 4 Residential 6th Edition. Engineer's signature and seal is only for N the structural engineering portions of the drawing pages bearing =1� 2141 1, 1 p,r Engineer's signature and seal. 52ir 1 r 5rr 5�' ' I 51" 1'-4rr 3rr 4 N 'IN Lea rri 27 o 1rr 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 4 1 rr 12 VARIES VARIES www.LennarTampa.com W Q rM Oz • VARIES VARIES rn _ = Lu 4rr $rr 1rr Q1� a _r - Y 32'it 3 6" 4" KEYSTONE F11 0 oo a o 0 T KEYSTONE F11 z v r-------- (Yd U . v v iv i iv �1' , OPTIONAL OPTIONAL Z Q Q� zqz Q�, - - =z N cD i R6 cD 2' 44" � - R Y, 3" Q a w O' aJ �` _ _ If o � 4 � 4" GARAGE DR. OPENING 4" 3 4 T WINDOW OPENING 4" a' �•� W o � w 0 2 N 1 • INSTALL OVER STONE, TYP. E z M NOTE: a o • FIN. TO HAVE TRADITIONAL �.. • FOAM/ EPS MATERIAL IS VARIES • LOOK & SMOOTH FINISH Z `� g ACCEPTED 2: `a T-4 M o NOTE: o -a d- O W • rn FIN. TO HAVE TRADITIONAL LOOK & 1r s 1 1 2' 1'r 1' 4" V -r SMOOTH FINISH 14, 1''64" 14 12' w o o z f2" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-12" 54" F ' y T� _ ¢ u P 3 s' �-- 7---� N 0 W W o m 4" 3r_Orr 4" U 1 10" 1'-4" 10" b N N z a W _ T IDaW - c� Q oo-o oo :t 1 Z 2 'v �` � a iV W Lt) ��LLo NCD J t-i LJ..I c tQ U I U O T 00 Q Z a Z T Z � Ln o 'Q66 m Z W a w T g = N � N SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION N0. 1rr 2CN 4n0 -J, GENERAL NOTES: SHEET NO. • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) Fill • ACRYLIC SAND FINISH 00 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. r r I I r r I I r ------------------------------------- GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) 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 FPP DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET KG.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET t'iF HALF -SWITCHED DUPLEX OUTLET I-® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS —� TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION D IU ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �[]D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER _t2 ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 11111 #14 copper to lights & outlets NEMA 1 200 AMP #12 copper to 20 amp ckts 10 #10-2 copper to WH #10-3 copper to Dryer METER MAIN Or /0 or 4/0 SER Alu 200 amp 150 amp 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. WP DISC. GA H.B DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnn =0 coer+e SYSTEM LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=V-0" o CO Z Z Q d 13 V) W M o �V — O W F ,YZ U M m N E W ampp a) M C fD co S ai C)o 0 o < i0 o 0 rn Q o A ® B D. N C B D C 10 N N H oc- �' Z_ WNdz i: z U) �` in`�y�'o W w V N LU v cn rn O :° ccx RE LL Z mom^ IYJ a N¢Mr A O U U O WWW.FDSENG.COM ❑ Ii w 0 N rn N O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com O Z UJo aE f Z Z aF W Q_ J Zo CL �ZZ J � a � Lu A '< Q U W U. N 0 L Z Z Q� ^^ CL _ 0 Z LU J L1_1 o Cf" M O J J !J U = aQ __...,.. ��oa a ` Z 0< W2 � o��� o `"1 � Uaot Z J W = i z rIn -i Q Z a ,<Z Z Ooo O co O oo g = ¢ Lu rn ,--1 a cn o SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAM ES VERSION NO. 4s0 SHEET NO. 4.0 IK31q N 03 CV 0 W ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN, of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 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. j C9 �_ Z (7 _ o z° z� a to CO w !V - 0 w = m F- o �Ln U �CN m N W � N C", M co (0-0- " C) c°O0 Q 0 "n gv rn Q d MD. N N �D Ej W Z C? z F �+ U) d4 0� 6 LU N CkLU 1z — Z5 -0 U) cy):§ Z H =° _C� m ZQ� N Q LU �,a� c A O O OO U ❑ ❑ o t !� r {� r C 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 06 wo za fF w¢galr �z00 FOOQaQ0 T = Z Z Lu /1� a N Q L ^^ {..1.. sZ� O i C2 z g zi N 1� o 0 Cr Q w U = J U_ L'9 Q0o Q F o J 0 g S w$7ma 0 N cr_ z<Q a o� z ° Oft' z J 6i wa'O'2Fj = a Z r-1 LU U g `o rn 00 � a a z QZ z aoS Cal0 00 Z : 2 �� of rn ,-i 0- SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAM ES VERSION N0. 4mO SHEET NO. 5.0 A" T lF - — I T I T O O v 00 64" 1-95„ 3._23" 5'-0" 5'-0" 3'-0" A H.B. TYP @ 1 STORY S3 I U.N.O. " 1. 6-0" 2'-102�" . 5'-1 L �...---o b r--------- i-.�.�.�.�.�.�.�.�....- 1----------- ::---------1--- II---b------� I CDM ;t I j I .0� \ \ *\I I �. 16' \\ O ■ I \\ -31/2" -SINK / DISP II L ) o D.W. liI� A SN b \ \ I L — — — J I CHASE TO ISLAND ___I_a__o____ =L =__ :' o I I 1 i TYP @ 1 ---- -----=------- STORY U.N.O. STEPS AS REQUIRED PROVIDE 1 �" RECESS \ \ CJ L — — — _ — _ — — — — — — J CJ OPT.:: —I— ej Ci : FOR SGD. REFER TO \ \ KITCHEN ISLAND REF. , , : ; : CJ _I .l I : ■ ; ; ; ; 10'-104" PER FIELD MASON'S SLOPE FOR \ LOW WALLS ; ' I o CONQT�JONS WIDTH LO I \ \ 16'-10" 12=10" r \ \. INDICATES FILLED CELL wl3000PS1 ' CONC. GROUT FROM FT. TO BEAM I \� \ HVAC CHASE I W/ (1) #5 REBAR VERT ABOVE SLAB \ \ BASED ON SO.-O., TOP OF CONC./ PAVER T BE 4" . . ::::: ■ ■ ■ ■ 4'-0" IL 4'-4" 4'-6" TYP @ ALL PLACES SHOWN \ \ LOCATION BELOW FIN. FLR. HOOKED FTG. DOWELS 5" EMBED \ \ W/ 25" EXT. ABOVE SLAB "GRADE 40 \ PROVIDE,'2 x 9" \ STEEL" I \ I RECESS FOR FRT. POOR �? SLOPE L v o \ \ \ 2'-6"x2'-6"X1'-0" FTG 'n \ I -4" I S3 25'-101 a" \ \ 9'-5&18" W/ (3) #5 E.W.50 4 10 00 K T_ 00 TYP @ 1 STORY S3 : \ I CC S3 I U.N.O. S3 (2) #5 REBAR 2'-6" x 2'-6" x V-0" Sri I AHU I I VERTICALS w/ in FILLED CELL 7'-1 W/ (3) #5'S E.W. r Y 2'-6"x2'-6"X1'-O" I G o '' eo C.;) W/ (3) #5 E.W. S3 o I I I OPT. D PT. I : -3 1/2" SLOPE 100 5 -3" 1'-10 3-6" O r M N N it O 3-1/2" MIN 3000 PSI CONC. I ' 7-73" .. a 6-5" 3'-2" SLAB FOR HERNANDO COUNTY ONLY I I K J 00 3-1/2" MIN 2500 PSI CONC N - - S3 SLAB OVER 6 MIL VISQUEEN �' I S3 I VAPOR BARRIER '' r ' r 35'-4" 20'-6" ■ I I BUILDER TO O O'-O„ I :: I :: PROVIDE I I ; APPLIANCE wAR VERTICALS 4'-0 12 1 : O PROTECTION FILLED CELL :: • .: I W.H. WHEN REQUIR D PER FBC ------------+— -- — -- ----------�' -- — i-- ------J ■ ............................... ...... ......................................... ■ ■ ■ ■ A S3 TYP @ 1 STORY U.N.O. :f H.B. 7-1 FOUNDATION PLAN. NOTE: 0 WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED, CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF, SEE PLAN. FOUNDATION PLAN W j -� W U) 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" O v 7F MJ O — O z� U, z u, w � C] .O w N �r (Q U o m N W ~ N Cl) Cn U = a) N �CC O O N U — LL 08 00 < o ¢ rn no � o v o B D®p N to YI .w O Vi N O Z W �Mo�oz .2C,C o a LL W ot I i� N Us U> tam — O Rn Z N c4� LL Z �a W 4 `��iY1`f9 RS344 /�`�.�•� ,..,.. J x _J r-����rm 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. L 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz Lo LU z ¢Cex w g Lu ^J �ozZ LD K J {.L z LU U' N o W moo Q^ z z y_ I..L. Q z z z az O z LL �w fig. U = O Z OOC ��0 O 06 J G U0ce OP w�¢ Z T-4 Lau W a uj F z U J T--•I u gad OO R Z a N Z ZS m Z W _ 2 �z ¢f cn s SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION NO' 4nO SHEET NO. 6.0 �fl11�-FI hvi: I .NIi .k�i W..i I _.h Ire_ 1, 11�I III 1 11 1 1 1 1--1 1 1 11 _ 1 _1F__ ,..I���,Ii LUZ em 00 0 w UPLIFT CONNECTION CROSS-REFERENCE 10/29/IB 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 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-1Old X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dx1.1/2 HTT4 2715 5/8" ANCH. 120 1061.112 J HTT5 4350 3740 5/8"ANCH. I2610dx1.1/2" HTT5 3225 5/8" ANCH. 1(28) 10dxl.1/2 K HD B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8-10d P HUS26 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 112" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S MTS16 1000 860 14 - 1Old x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 1Od x 1 1/2" MTW20 1195 1005 14-1 Od x 1-112" U MGT/MUGT 3140 3140 22 - 1 Old 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)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-1Old X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d HCP2 645 555 12-1 Od X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (B) (A) (+ i OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 (�I} STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONT LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: %4"=V-0” Z co— C) Z N z Q4 a cn (9 4--J w C) �U - Ow rr ^^ v ' U N �� m N L1..1 M ME co N-0will M N 0 _pN 0 U N "« o Q rn o 0 F,v rn Q d B l N �C�:/ VV N N ppO�� U) O m O) y 00 W -i Z 1. J ' ins` o LU " N a w _ o���= � Ill 04 W. a> LL s 0WINcL- jnam i &W.FD W.t Q 00 1?�0 ♦1� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 00 �o za E¢ ¢ 0 z w �z00 Q J z0¢� =oZz �0 w V J Y0 a J- o 2 z 0o Q z L Icy/'� C C z r U Z z LL G- Z G T! V � w g U � v_j O LL- LL C p O Q V S .._ 0 " Jsa O OuO�0a ��� N„ E�2 a ww 0- U- z Z .� �ox o �?YO J r--1 111 2:Z awLL] n 0 v �o 0,1 z �Q a *k Z L o m 06 :5= LU z ¢ Lu U 0 o SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION NO- 4n0 SHEET NO. 7.0 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 L1180. 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 �� . 0 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, L01TS MWEEMM mom 8F44 1 B/1 T 8F40 1 B/1 T 8RF400B/1T 81`321B/1T FORM dt GROUT SOLID O e= W O #5 BAR CONT. 8F12-1 B/1T VV LINTEL DETAIL SCALE = N.T.S. I TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY = J u 8 F 16- B/ 1 T Lo 0 S Z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL- ° HEIGHT MATERIALS cif precasftmtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 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. #S REBAR MIN..(1)(1) RECIQ'D _LE CLEAR ALTERNATE POWERS STEEL LINTEL 0 C ° d ° d .M.U. #5 REBAR AT TOP 4 " D A- a ° MIN. (1) REQ'D 1-1/2" CLEAR G d 4 ° GROUT J Q L° r 0 to � C.M.U. a 5 REBAR AT = v7 �w Q BOTTOM OF - W '-*—BOTTOM LINTEL CAVITY V O cA 203 LU n 0�(jp' . U D REINFORCING ¢ a (7 m :; LL 7-5/8"ACTUAL PROVIDED IN LINTEL Z O w f, Q CJ D D L, #5 REBAR AT BOTTOM AS INDICATED VOMINAL WIDTH (VARIES) r~n n a o o 4 16 GAUGE POWERS STEEL BOXED LINTEL 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) POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 4'-6" LL 4'-6" LL O O 5'-10" LL O LINTEL PLAN SCALE:1/4"=1'-0" C� Z o — o Z ct r Z cro •W w �o �V — O w In "— o c6 U m L.l.l F-- p U N co � fO M ,d _Q? 0 0 � V.. 0 � < O <C M U) C-O LO i Q O A I NC N .w N � � N Y' OO Z W " C" 9 Z z LL W w W t;j¢= 8 O ��$¢ o 0 00 LL LL d acc y + ¢ A Al ":Z- p 0 F E d iZ' � 9 ���tzfltFg;�,t�6.t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LE N MAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com O Z Z ¢f f g w¢�Cr Uzo0 zw�- O w Z LU J 2: W OR O LL WWm � F L ZO T U Z �> LI Z n3 W � O Z 0 V d' a _� w = > 9 o 0 o ''� 4. 9u o>�,y� J 'f,.,�'yx,,4."' W o� `r rj0�� N J Z w -�U_0 Z o w LL 9.., Z `�"^� � � UJI J L / rl ty j LU 8 Q Z =p ^ I— � u $�Z 00 h Q Z Z Z m 00 = a ,-i a cn o SCALE : AS NOTED DATE : 10129/2018 TECH: WAM ES VERSION NO. 4n0 SHEET NO. 8.0 w d' NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED T REPLACE A- . MANY F THE NEW OCC C O H PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS, INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 71 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 ad, (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (RISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14, 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1. 3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2. 2. 5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TiMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y" GROUT FILLED MASONRY: 14 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) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4. 4. 1.1, INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC, TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS WI TOTAL THICKNESS 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 = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc= 2,700(PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 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 backflll 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 oyerpo 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 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 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: IS THE CONTRACTORS T IRESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION, DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY, OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. Z M _ o z Q Z Ln0 Q) cra W t) �V - 0 Lij � o .�cn U o m W '- S (D M N v C', = 9? �i 0 04 L LL co i1 C) +L' <C rn o 0 rn0 CL � ¢ d A1 B D. R_C. g. D. N N O Z3 0 N ui Z z° II• ..5- M C ,- � LL o o W Gil LU a mLL C r'" � o Z Z :9 E -L °' 07 LLtt�w U) C, Z � . h N LIJ rvrl ° Gf `r! Cli. tl� �;-R .- F 1ES 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. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz 0 S coo za fa WaeIL ��00 zw<Q z � wZ 0 aG�uo� U Lu N FUo L- � < LLI z o fz O g o J W WZ 00 I�fo T-01 ~ P EI ZW N � ga0J a� N W Q $0Z° Z Z +-� & 2 L; J Ln r-i LLl di`o Q a w ¢ U g�a 00 Q Z Z tu C, DZo m Z R' o JM a Un 00 = +--i a cn s SCALE : AS NOTED DATE ; 10/29/2018 TECH: MJAM ES VERSION NO' 4n0 SHEET NO. SIN d m M ZZ -1 - - - - 1 i _ I I .i „ - - - i- iu. Ll ITf: llr �:.;�CI�i s�...i� . F- _T I- i --1;. I ill !.'!III 'lrlfl;.l CORNER OF HOME GARAGE SIDE C3' r w J Q ROOF DIAPHRAGM NAILING SCHEDULE RIDGF I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +.. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0" (TYP.) 6'-0" + + + 64, + + + + + + + + + + + + + + +++ + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + Zo + + + + + + + + + + + + + + + ++ +++ ++++++++ + 15132" CDX PLYWOOD OR 7/16" OSB `-RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI RJoist Backer Block Series Thickness Filler Block Thickness 3/4" or 718" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x , + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) " Filler blocking ° x 4' 1/8" gap k � / 12 FILL CELL w EE CONT. #5 > STD. 90° BAR HOOK STD. 900 HOOK r- BOND BEAM SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS - CONT. #5 BAR 2X TOP PLATE 5/81 #5 CONT. THRU FROM BOLT FOUNDATION ----_ TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN 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 Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" max. 4" max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION topfla outhcuge of ts. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15nnlh 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 consideration. Check local building code for appropriate details in One 10d box areas--20 of high or--20 sinker lateral load, nail each side 10'-0" at bearing. TANK -LESS W/H H C G O O O 5'-0" a 01 c� STUB -OUT FOR 1'-0" 0 9 GAS METER O o Q F • 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" Q.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)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) �l Bearing wall, Versa -Lam LVL or Glulam Beam O Boise Joist Blocking I lca T' I1 ndl nail -, at R" n r L/ Provide adequate bearing for each lapped joist. Odnails SECTION �a INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* tzz_2772 Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI6000so BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s� 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d I.C: SIMPSC w/ (22) . NAILS 7 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 Joist Pit When joists meet over wall, provide �13/4" minimum bearing for each. I -Joist can be offset Use 10dx3" nails at Vo.c. for all joist blocking panel *Non -stacking walls require additional consideration, — 1<�qt Ile 6,T A %" ROUND HOLE MAY 6r, 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1,Y2 <=Y �b �i MP{qR � � } �2.1''Xi��i .T1�'i }'" g5vf �'A" t�� �g .:fir 4� .GBk}.-.' r�.w' �r �S v�x$��.�,Y,_5r��~�.an5•.y+}::'�'�`.1.. �'d�v�.w .. f �: ,;t.�~E��;..-�v^g y , $x• Y� S :n�< �c�.,""'.,..J}"h},...t......;z�.�,.°:3._.�kC z-l•� ,J � f# 1�p-.� � �.+�?� �rr �- �' a"�y 3..rUa..�..�x`.}';xz -� 1 ta."k� ., �` �".3 • Yat",�: �sC:,�'�,t��..-yds...St4i..r�%'a�'L."�t.:._...w.n'��i " '�'�. `qC{ "4 �' .�- �b �'3`.' "'�"3G�t''� �'k•fi*'S�a� ✓�''g a`$'-v�s"f 9X%h�'rh^t ...�-��'k_ 5�2. �a�fiTz e�l�".,¢,.."_`.si}S RP � ,per, ",�t�`„i NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.)li-I—jl I I�-II III T-1T7-�� Nail with 10-10d nails. - Install tight to top flange. SLEEVE THRU STEM • SEE PLAN FOR °•........ a . • • ° FOUNDATION INFO d STEM FOUNDATION GRADE Filler block. REINF. SEE PLAN \ Nail with 10-10d nails. d Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. d _ I d 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 o depth I -JOISTS BUCKETS N.T.S. 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 PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE r PLUMBING LINE 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 v d - d ° ° d° G I T I I . I 4 1. . 4-A -I I I i ° •TI I I- SEE FND. PLN. SIZE & REINF. F M g 21 In CD Loj (D u, (1)(0 a--J us r� �V 0 Ln �r- C3 m LL2 �- to N ce) i9 6 M S N N Q s N LL 93 Cal- o �[ Lo o- o M u, g- M Q o A I B D® NC.-BD•C ��i 7 ! ONO U) Z � g � M odD Z Z J � c w LL�.� w ,, to!. -6 L,r �W VLLoa Z 0 mw4 :% 6� UMU) Z N'1� z W a N¢MN� A 4 9 \ (\`� adg•� \�y <, x a 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 seat. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com t=to_ 3� �o z `ta Q w¢�tr 0 UE z w .2 Lu 0 w N � p >` a W O un z z ro fz a (] V J Lu U = �� �E P � J I..L X m a 6rya N ~r� V i 0 w w Q z z E5 w J Lr) �-1 w W z Oa Z8 ¢o 00 Q z n z � Q m zzQ O 00 �7 T-t a cn 0 SCALE: AS NOTED DATE : 10/29/2018 TECH: MJAM ES VERSION NO. 400 SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 TYP') VARIES INSUL ION LE 5/8" OR 1/2" HIGH ---- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE „ (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > T-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ,ci @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 �' UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 0 . 's v . (2) LAYERS TYPE I OR TYPE II A (#15 OR #30) UNDERLAYMENT -f -f f I -I FOR ROOF PITCH 4:12 OR LESS. T=1 I I p�_�' '- '1=1 1I�Ii�I o • I ICI 1= Il i PRE ENGINEERED WOOD -r =I L-I TRUSS @ 24" O.C. U.N.O. -1 I�1 I I III 1� I I lll-LI I HURRICANE ANCHOR @ EACH /Z TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING ;,__SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 - - INFORMATION. ALUMINUM DRIP EDGE 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 12" .N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. �r ,/r 5/8"ORj (2" HIGH STRENGTH -� \-TRUSS BOTTOM CHORD 0) 2x4 #2 SPF 5 I ' '_� `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O. OR %" GYP. TYPE "X" BLOCKING @ 12" O.C. w/ 2 12d TOE NAILS (U.N.O 1(O HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 wl CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"xl2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0° OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2" WWF 6 W1.4 x W1.4 ATTACHMENTS 2„ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH \ WWF OR FIBERMESH 31/2" MIN, I 31/2" MIN. j ELEV. 4-3 1/2"z ' A.F.F. O o ° I -I-J III=I 11-I 11-11 31b 1/2"(min.)- 4„1/2"(min.)- 4 - o ° N 00 31/2"(min. 4" T IT_I I • =1TI II�III- ' I'- T (2) #5 CONT.I;Illn 4 1-4 8 U.N.O. MIN. TYPICAL BEARING WALL STEP @ SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" GOB' L� PGS�\�O SEGJ�� 00 / - 31/2"(m n.) - 4'�= 11=1I ° � • I I III-1 I II � 1- (2) #5 CONT. 4„I I, I I �I �,I �I8"�' U.N.O. MIN. TYPICAL BEARING WALL a" STEPrc C SCALE:3/4"=V-0" \ S3 EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. - N - r 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR 6 1/4"x31/4" TAPCONS () SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8'° x 10", 'J„ BOLT @ 24 0/C W/ 2„° X 3/16 PLATE WASHER TYPICAL MIN, 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS @ EA, STUD 2X PT PLATE WEEP SCREED INSTALLED PER MFR INSTRUCTIONS 10 M�N�0a,M \y GON�`N /' \ CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL K.O. BLOCK 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BAR a LU #3 OR #4 REINFORCING BAR LU o GRADE 40 MIN F = 40ksi M NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2 t. PLATE " , a 1x2 PT WD FURRING @ 24" O.C.-/ GRADE �, e ' . - _Z #3 & #4 LAP SPLICE y °--IIITI111-III D FINISH GRADE oo (GRADE 60 MIN. Fy= 60ksi] a -] D 1) #5 VERT. IN FILL Z Cl)u 25" MIN. LAP [30" MIN. LAP] I I -III -I 1/2" GYPSUM WALLBOARD ( MONO OR STEMWALL ° - - - g �� I-_ u • CELLS (SEE FOOTING MONO SHOWN o ' I'_I I I - - - = w u.N.o. o p - _ � II„III ° FOUNDATION PLAN FOR CLARITY ° _ _ _ °O 6 MIL VAPOR BARRIER -III I I ° I --III-D E I - R 1 7/8" `� FOR LOCATIONS) P o = I (=III=III=III=III=1 IT I ° I I I �=T-, = z #5 REINFORCING BAR (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH ° D °.[I -I III -'III'_ o I I I 1x4 P.T. BASE NAILER ° ° I11=1=1I I=111=111=111= t -II l� ri r #5 LAP SPLICE (2) #5 C =III Ill=III1- 4"x4" INSPECTION D ° p�° p _ I I � • �I II-] CONT: 1=1I1=1I1=1I1=1I1=1I1=11 1=1II-III- 3 1/4" BASEBOARD PORT AT EACH NOTE: g III- I- -III- I= - N COMP. SOIL. (COMPACTED TO -_ ° ° FILLED CELL TYPICAL *FOR BEARING WALL =III=III=III=III= T o _ _ _ W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ _ __ __ - 95 /o MODIFIED PROCTOR ASTM ' �= I I-T �_�= 11= i MIN. 2500 PSI CONC. SLAB _ _ _ _ _ T II -I I I J=1 M AT GARAGE CONTRACTOR III=1 I I=1 � 1=1 11=III=1 11=III=1 I I=III=1 � 1=1 11=I 11=III=I 11=I I I I ,I I D1557) r r r MIN PSI MAY VARY PER TO CUT BLOCK OR POUR -I I, �I I Ii II I 1=1 I =1 I 1=1 1= 1=1 11= -III=1 =1 I =1 I = 4" V-4" MUNICIPALITY. CURB DUE TO SLOPE -I �=III--1-III III ;III I 1=1 hI I I_ IT CONCRETE SLAB W/6X6 aw NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1 AXW1.4 WWF OR - "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL S3 SLAB INFORMATION. N ° °p II Z co �* I sal 6 x 6 W1.4 x W1.4 _=1 _- II I� I = = z 31/2" WWF OR FIBERMESH 6 MIL VAPOR o min.) 4" BARRIER I D: C 4 N a ° a GRADE • I v'' - K, COMP. SOIL. ° o (COMPACTED TO 95% N - TTT I I I �i-I f[-I TTf � MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. Q, (2) #5 REBAR CONT. N ON 3" CHAIRS TYP. 4" 1141 STD. 90 HOOK (SEE o U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 ;Y OPT: DEPRESS SLAB 5 Y" = DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" co PAVERS O.H.D. RECESS Z ID ,� I I �I I ,- I T �. �.:��.'. •. .III' SEE A/S3 OR J/S6I1a r1I -II o FOR REINF. INFO. 3" MIN. CLEARANCE N 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 0 V 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. S3 _ - - _ .1(1) #5 REBAR w/ OPT. 1=1I1=1I = I1- -III- I-SGRE);N ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13„ c O.H.D. RECESS <V ' co =, �.a r:. .: .r .. co T�j e - e. ' :4": [ o0 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 210 HOLD GYP. BD. 1/2" FROM SLAB 19K0 CONT. BEAD SEALANT ° . INTERIOR a a -3 1/2" L a n CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB as a M 6 MIL VAPOR BARRIER _III III III III;II' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K. SCALE:3/4"=1'-0" S3 ON I CHAIRS 36" MIN. LAP [36" MIN. LAP] 10" P 8" V-4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. 13 SCALE: 3/4"=V-0" S3 VARIES ° SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 , FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD FOR TRUSS - �, ' ' AT 24" O.C. MAX. CONNECTION INFO- SEE PLAN FOR &LAYOUT DESIGN 4- a ° e ITI�I I ICI TOP OF BEAM SEE ROOF PLAN -�� FOR STRUCTURAL ;0_n r - a' a L=1_Ir� rill=ill ° I (2) HTS20 _ 41 , BEAM SIZE & a I r _ CONNECTION INFO Cn I ' �' 11 PLATE 2x4 #2 SYP P.T. FRAMING w/ �i s�E ' MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6T- o.s.B. z ATTACHED PER NAILING FOR REINF. INFO. w 0 SCHEDULE OPTION #1 COLUMN LOCATION ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL > w 6x6 P.T. #2 SYP SLAB INFORMATION. o w ABU66 SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=V-0" S3 2X STUDS @ 24" O.C. U,N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING 1/2 GYPSUM WALLBOARD U.N.O. W/ DEXTEND R SCREWS @ 8"O.C. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -� FILL CELLS TO FOUNDATION AD _ d INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 �- WWF OR FIBERMESH ��, co w/ MIN, (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS - � _ c� -, Z 1= a w p o `" = " � Q GRADE a � - - I I 1=1 I a a• == 1= 1=_I I_III -III-III-III-III w I I I 11= I- z III= • �' • �• _ _' - _z < I - " Q ° Q - -_- 0-0 FIN. FLR./-& IV -I -III-III=11I-III -III-III-=- FOOTINGLU -i I III-III=1=1=1 I III=1-1 I I_ II,; I�IIiIl�llil111�� 111 ,ll =III -III=' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL("N� SCALE: N.T.S. S3 c9 "' zo - CD z� z E3 z c� c W •V - O W c o �6~co Ci o In W � N M m - $ _� O O N co ¢m Sao u,v a< o Al 1 BD 7,� ­7 1 ��* /r N N O V� N 0 448, C01 Z W RM8z G-z° U) = a rF= in LL o � W �" = 0 W N�r.g a W � tj¢&-ga o T a Z W CX-<� LLV W a NQM� O v U O gGCIIMFI:j��`` Li WAN 0 * Zz .0a a .s01"?11I N W1101t a 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 - Residentlal 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 2001 Tampa, FL 33607 www,LennarTampaxom 0 �o LU fa J w¢�ir Uzo0 < z I"f"' �owz ap10 0 _ 0'W�W�~O U m Z O J z �Z �Z oC 4 z u 06 3. C G O o O -a w = J Q wqq °oo J j0R O J *I Nn O ZaZa LU < Z Z So,Lij� J Ln < Lw t Z U F 00 Q z o Z 0 m Co g W� = 4 +-i a Ul s SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. S3 12 \� 7yp) SEE ELEV. (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND 9///FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 1. SEE PLAN FOR HEADER CONNECTION SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8 STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W! TOTAL SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD MID @ FOR CLEAN -OUT @ 8" O.C. OR 4d DRYWALL NAILS ❑ THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK POINT w/ (3) 12d MIN. EXTENSION FROM SOLID AREAS ARE SOLID AREAS ARE EACH. 3RD LAYER 1/8" THICK. DOUBLE 2x TOP TONEAILS SPACED rl/rUl „ EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT -_--CRICKET AS REQUIRED / PLATE WALL IS 1 1/2" MAXIMUM INTERIOR u u FULL 8x8x16 BLOCK EXTENSION FROM EXTERIOR ❑ ❑ SIM SON SP2 w/ (12) 10d — HEADER FLUSH TO OUTSIDE OPTION WALL NAIL AT EACH STUD LBLOCKING USS BOTTOM CHORD OR 2x4 FACE OF BLOCK WALL IS 21/4" Ct DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING EACH END/ 2-16d TOE NAILS TO DRAIN FASTENED TO TRUSSES WITH 8d 4" O.C. FROM 2x BLOCKING EACH HEADER FACEEXTERIOR EACH END W/ 10d @ ❑ ❑ ❑ COMMON WIRE NAILS @ w BOUNDARIES 6 0/C EDGES & S & 8 BLOCKING ( .} c� TO BLOCKING WALL O/C FIELD v ? a (2) 2x HEADER WALL CLEAN -OUT rA ❑ ❑ ❑ 2x TOP PLATE PER PLAN SCALE: N.T.S. S4 ❑FIT ❑ 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING VARIES O.C. TO EACH HEADER FACE SIMPSON HETA20 w/ 8 10dxl 1/2" REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. . . WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. PROVIDE P.A.F. NAILS OR MANUFACTURERIN KO BLOCK AT EASTUD MAIN SPAN —�� F 2x P.T. PLATEFOR EQUAL @ 12" O,C. 2 x 6 (MIN.) FRAME ROOF TRUSS WALL HEADER DETAIL j TYPICAL SECTION THRU WINDOWrB MASONRY LAYOUT rD MOISTURE BARRIER SEE A/S3 STAGGERED FROM BOT. �/ UPLIFT CONNECTOR PLATE TO CONCRETE SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 AND K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) REINF, INFO. AND FILLED W/ GROUT a ° SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL PRE-ENGINEERED WOOD W/ STD. 90° HOOK IN K.O. BLOCK TYPICAL INTERIOR NON - TRUSSES @ 24" O/C VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL KE BEARING WOOD FRAME WALL j UPLIFT CONNECTOR KNOCK -OUT 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE (SEE SCHEDULE) BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. DOUBLE 2x4 SPF #2 FOR CONCRETE PLACEMENT 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S. S4, SCALE: N.T.S. S4 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + + STUD W/ (3)1Old NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 7. 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL 0 I o_ MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL E; 0 K/S4 g SEAT FOR BLOCK IS POURED IN PLACE CONCRETE 00 cV I GARAGE FLOOR SLAB TROWEL FINISH SEE $ GENERALNOTES SLOPE FORWARD FOR DRAINAGE 00 W N SEE PLAN FOR FOOTING N DIMENSIONS 0 d ° n d a a a a a 8" STD. 9d HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O 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 BLOCKING (TYP.) VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. \—ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER SCALE` N.T.S. GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. w G SCALE: N.T.S. S4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" _ NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR a a a THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS) 71" ° a DOOR STOP PSPN516Z w/ (12) 16d NAILS — ° a MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) SPLICE ° o • HTT5 w/ (26)10d NAILS (4670# SPF) NAILS TOTAL) EA. SIDE OF 58 2 x 6 P.T. GARAGE 4g„ SPLICE STAGGERED ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) DOOR tij ° ° ° • HDU2-SDS2 5 w/ (6)1/4" x 2112"SDS (2215#SPF) WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J o SF 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. 2x CRIPPLES @ KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B SIMPSON SP4 w/ (6) (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 MOUNTING BASE SHOWN IN POSITION FOR 2x8 WALL) GARAGE ENTRY FORM DETAIL @ 8' —� 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x FRI 71 CRIPPLE STUD TYPICAL (U.N.O.) GARAGE DOOR ROLLERGARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a d a a a B POURED CONCRETE BASE FOR BOTTOM OF MOUNTINGTO 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. • �N ° °° • HDU4-SDS2.5 w/ (10)1/4" x 2 l/2" SDS (3285# SPF) J-BOLT HDU5-SDS2.5 wl (14)1/4" x 21/2" SDS (4065# SPF) TRACK �J • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) BRACKET G O` 10d @ 8" O/C • HDUl l-SDS2,5 wl (30)1/4" x 21/2" SDS (6865# SPF) "NClc a 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" 1'p EMBEDMENT w/ WASHER & NUT ATTACH ALL 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED DOOR TRACK EXTERIOR STUDS A.T.R. MIN. 8" EMBEDMENT w/ WASHER & W/MOUNTING ANGLE W/ (4) 16d TOENAILS TO TbP PLATE NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: MIN. 8" EMBEDMENT w/ WASHER &NUT FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD • FOR HDU11 USE 1" DIA, x 12" EPDXIED A.T.R. AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT w/ WASHER & NUT TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE N SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' 1 (2) (3) (2) 1 (2) (1) LSTA30 9' -16' 1 (3) (4) (2) 1 (4) (2) LSTA30 SP4 SP2 SIMPSON SP4 8P2 SIMPSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE 2X BLOCKING 2X STUDS @ 24" 0.C, OVERLAPPING NAILED /8"x10" "J" BOLT INTO (2) 16d TOE NAILS @ 24" O.C. MAX. TRANSOM 10d NAILS @ 6" EA. BLOCKING MIN. (2) PER BOTTOM PLATE 2XPT TRANSOM FRAMING FRAMING STAGGERED FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION SEE SECTION AA/S1 OVER TOP PLATE ** HOLD DOWN CONNECTIONS PLATE AND BB/S1 FOR 2X8 WALL ABOVE NOT REQUIRED @ BEARING WALLS NOTED ADDITIONAL DETAILS SIMPSON ENTRY WITHOUT UPLIFT SP1 K.O. BLOCK W/(1) SEE FLOOR PLAN NOTES FOR SIMPSON SP4 SIMPSON SIMPSON J-BOLTS @ 24" O.C. #5 CONT. & REQUIRED CONNECTION RECESS SP4 SP4 MAX FILLED LINTEL 5/8"X10" J-BOLTS 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ Z-0" O.C. @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED ° a MASONRY WALL @ 12" 0/C FOR 2"x10" OR n ° 2X8 P.T. BOTTOM P TE G' GREATER HEADER 5/8"xl0" "J" BOLT @ 24" O.C. MAX. (2) 2x HEADER SEE PLAN SIMPSON SIMPSON C SIMPSON (MIN. (2) PER BOTTOM PLATE) C SP4 SP2 1 S4 INTERIOR HEADER: SP4 (1) 2x SILL PLATE W/ (2) 10d NAILS @ 4" A 10d NAILS @ 6" O.C. 12d TOENAILS STAGGERED STAGGERED BOX HEADER • EXTERIOR HEADERS: TRANSOM FRAMING ONLY (1) 2x SILL PLATE W/ (2) o o BEYOND. 12d TOENAILS NAILED INTO • OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES (2) 2x SILL PLATE w/ SIMPSON FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD LS30 w/ (6) 10d x 1 1/2" EACH TRANSOM FRAMING 0/C BOUNDARIES 6" O/C EDGES o E SHEATHING SIDE SEE SECTION AA/S1 AND & 8" O/C FIELD S4 BB/S1 FOR ADDITIONAL g 2x STUDS TYP. DETAILS . SIMPSON SP4 w/ (6) 10d x 1 12" SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD OQ # SIMPSON HTT4 TYP. SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING U.N.O. SEE N/S4 SP4 . SIMPSON SP2 w/ (12) 10d NAILS MASONRY HOLD DOWN RECESS vSIMPSON . SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. CONNECTIONS LINTEL SP4 MAX. (MIN. (2) PER BOTTOM NOT REQUIRED @ PLATE) P.T. BOT. PLATE BEARING WALLS NOTED ° a ALTERNATE: WITHOUT UPLIFT a 5/8" DIA. ATR EPDXIED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM PLATE @ 24" O.C. WALL HEADER DETAIL Q I IFRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. SL� 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) S4 CD (M O Z N Q Cl- z C� Q) 4 -+ LU (a a .0 w F- o r- m N F- U LLJ p a) N Co M _ C N os00 U t7, o ~? 00 o- o Q m o rn Q d VV - N �O .-+ N Z_ `W rz' az III• N M � C W Q - gg w Ru V' inW z N c c 4 0 p Z Wwo DENG,.C, a S 9�y it i P , • (6 hw A I -�� �✓ U."P jai .+y �^ 1/1 ter;.�;r 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 bear ng Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennyrTampa.com Oz �ow �a Lu<x U400 z"� � R z J ,>L '0 j " N a OF zo } U � LL a v7 a) z �W o = U) O � � Q 0 QULu fob z N � WW Q d" g6� Z Z I� +--� 28-2 t� F � J W <., a z �--I w � 8,� 00 <C Z Z Z a o g coW Z W 2 Jz ¢� .-i a V) o SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. S4 -- - JITTu74 T., Ifi�S it I --I I I I I 1 11- II SIMPSON HGAM10KTA W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ 6 10d x TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) ( ) NAILING SCHEDULE FOR 21lx4t1 1Od x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H10A w/ 18 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA TOP @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER �� @ 24 O.C. AND NAILING SCHEDULE CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45' t 24 MAX' TOP CORD BLOCKINGSKER 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOURFASTENED W/ (2)1Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CROSSBRACE 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. 2x8 SYP#2 "L" BRACE TO N. 48" O.C. EACH JOINT W/ (3) 10d EXTEND AT LEAST 90% OF MAX. & (2)1Od TOE NAILS @ AT LEAST A WEB 2x4CROSSBRACEWEB LENGTH & NOTCH AT EA. END @ 48" O.C. EE LENGTH (SEE TABLE) APPROX. 8" FROMBOTTOM CHORD (SEE TABLE) — —I 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ .• BLOCKING 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 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 1 6" O.C. 10d NAILS "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ W/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) � O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED W/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX W/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 W/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION K"2� WEB, USE MSTAM36 w/ (7) 1 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. SCJ SCALE: N.T.S. Srj TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ 2 16d NAILS SP8 FOR 2x8 WALL) L 2) SEE STRUCTURAL NOTES OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SAILING N DETAIL @ 24" O/C 1-1 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL - SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4"CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2) 10d & (2) 10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED W/ 1Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2 (2) 16d NAILS BOTTOM ATTACHED 48" BLOCKING W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGAIOKT W/ (4)1/4"x1 1/2" 10dx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"xS' 10dx3'" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 O 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR f N M M NOTES AND NAILING TOP CORD X-BRACING, AND TOP SCHEDULE FOR BLOCKING FOR CHORD BLOCKING N ;0 SHEATHING DETAIL FIRST FOUR ROWS INFORMATION to OF TRUSSES @ 1 1 1/ 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES 00 APPROX. 8" FROM SHEATHING TYP. 2x4 RAT RUN BRACING 1 1 2 RIDGE FASTENED AT "L" BRACE TO EXTEND AT 24" O.C. ON TOP OF 1 1 2 Y 10dC& 2010d T/OE2) AT LEAST 90% OF WEB () LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS40� I� 24 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" x ATTACHED W/2 -16d !Jl OSB SHEATHING ATTACHED AT EA. TRUSS JOINT 2 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ 1 ROW " I' @ 48" 0/C FOR THE (2) 16d NAILS „ () () (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 O/C W/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 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) 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 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS, SAME PA IN rD o s, s s c G) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" 15� TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION 9 ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2) 16d PER JOINT I f— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 Q CROSS BRACING DETAIL J Ln I SCALE: N.T.S. \ S5 N I` 001 GABLE TRUSS 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 1 Odx3" O/C @-/ TOENAIL j 6" O/C 2"x4" W/ (2) 16d TYPICAL RUNNE NAILS _..._ ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. IILII BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAX. -�v 5 sI k II 1 11 1 1 11 11 S5 II 1 JI i l II I II I II II II 00 '0FI II °�I I I II I II I II II II I 91■ S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S, PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-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 Mnnn Ml Ice CQ 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ z w \-BRACING W/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER BOND BEAM MASONRY WALL 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 1Od NAILS 4" O.C. TYPIC W AL GABLE TRUSS EB DOUBLE 1" 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 DETAILr 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"4" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ---•- Lu 0 o � 9 Iz o w v m O o � 0 'v (� w o o T X g o ,- Q CD' r � w ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ 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.O.) "L" BRACE 2"x6" (U.N.O,) 111 BRACE 24" 0'0" - T-0" T-0" - 6'4" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1)1" 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 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 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 /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES AS PER BCSI 1-13 SCALE: N.T.S. SCISSOR TRUSS 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 SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION zM —o z�z Q J c/) (D (D W _� a �O W .� u o �r- U m W M C (° M NO Z N V S L a: 00 4 J = N < 0) In g a rn Q o A 1 B D. N `O N 8, o nl o w z CA Z W o ~moo 11z W 4 ain M rn Z 045 °w WQ`�N� ¢Q 1�61fO W W4V S rd!� ,Y�'�9 �' ��e •� � •(e�s�eo Ys- e'�° - " '. �' J � v_ < -,NO "45) r-) �o........ y" . i .rll.t� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LE N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www. LennarTampa xom oz 0 u za- fF a� �ZS° o� �=Z W S uo N 0.z0 W Z jn� J a C � v to 3 G -� LU Z / R J W 9 'CL / UU r—I z OaaC Q oho a� 0 Q FOB- a 0 ILL w�a� Q ¢ace 0 0 Z3oE ~o 00 z k Z �j � a o C� Z � 2 J (n rn0 v__1 a V) o SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAM ES VERSION N0. 4s0 SHEET NO. S5 cr S M O ti Ib 00 i' 23 Q 0 J 00 ti I N 0 5 0 0 v 00 1X4 1/2' DRYWALL DOOR JAMB (REFER —1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" RYWALL UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 u MAX.8" PROPER INSTALLATION ` 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 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 X 4 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 3-1/4 LONG X 3/16 FURRING TAPCONS (TYP,) TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16 2X8 ` ' BLOCK@ SPACING 1� 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1/2" DETAIL MASONRY THROUGH 3 �� DETAIL STD. ^ f STD. 90 ` �I 90° HOOK (TYP.) @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. ix8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 1od @ TRUSS VERT. WEB 3/16" x 3 -1/2° TAPCON @ 16" METAL SEAT PLATE 1X4 P.T. NOTE: O.C. & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL AP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 � FURRING _ 2X8 P.T. WITH 3/16" 0 X 3" +2„ ' — NOTC @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS LONG TAPCONS 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 ` INTO BAND JOIST & (4)1/4"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 ` BFILLED UILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLANK' FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE. N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT tr 2'-0" 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 HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" 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 0•S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION :. A. 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 DIAGONAL BRACE AT EA. CONTACT ENGINEER RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) } TO FIT ARCH (4) 10d NAILS INTO 2 x 8AT FACE OF ARCH W/ (3)10d NAILSOVERRANBACKSIDE EA. END RETROFIT TRUSS DETAIL C 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) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER INSTALLATION DETAILS A 4" MIN. OF BRACE 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 Z-6" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2) 10d NAILS @ 8" O.C. ARCH DETAIL 4 MAX. RAD. USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ k OBE TO TRUSS TOP CHORD yqH .J MIN. 4" EMBEDMENT AT 16" O.C. + CF NGTy 1 -Of' 51-0n SCALE: N.T.S. SS 12 + + 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.) �1/4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS °. ° #5 BAR :e BLOCK HEADER 1t SOLID BLKG. AT TOP BTWN. ARCH Z-0" 8" (5)12d NAILS SIMPSON + SOFFIT + . o' „ 0 p ° p• 9 10 s d ° CENTERED W/ g IN TOP BLKG. &BUCK H2.5A w/ 10 2X6 TO 2X4 ( ) 2X4 SYP ► ®e ° ' , KNOCKOUT / ���ri '• 'e ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ ►� s CONNECTOR �® _ MONO FOOTING •' d ° (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4"7JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL .o ° ° ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT 6 Z TO BE INSTALLED 2 BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN .PRECAST LINTEL °�'• . °ffTANDAKRD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION s HOOiv #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%2' WOOD FOR OVER HANG FILLED CELL �� ' ' �; ' 8d NAILS START OF ARC 4' MAX. RAID. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") ' ' . s ; . . . v ; ., . _ ., J INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" L L �� • � . .• .- . .- s• s s• ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION, AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL, EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2" ) BLOCK IT MAYBE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD >- #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" o IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & Cn 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 u- t� NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° O v THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , 1 o v a A REINFORCING AS FOLLOWS: SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.F- p. PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ z — #5x EMBEDDED INTO EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. REINFORCING PANEL — -— o IL r ¢ ;r, FILLED CELL DRILL 3/4 x5„ MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6„ MIN. LAP GRADE o. p P = - SET BAR IN EPDXY ° \ G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE iv ° ? REMAIN FREE OF MORTAR. NOTE: `' _z ' H) STRIKE JOINTS SMOOTH WHILE MORTAR 1S STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. C, • n TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ' 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ` (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 . 16" MIN. COVER EAWAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. z Z M 0 — o z(0 z� Q U) z to 0 w +�-' C6 0 O w C21- (D U o0 m F` 0 ttJo C fU M S O = N "00 U <76 �a rn Q 6 Al I B D® T, N �D O GD M N t7 00�� � N co, Z W W Z O . ,g o 0 to o � � H �_U2 1 a Z a NQN/`` A W D 6�4 r ff ES;0� �e To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flonda 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 S 0 � IL11 o za �a W¢ o 4b o Z U uj JZZZ W O J ROEW ROE 0 �1 zz L ^ >o L.L f z -a O U =a J �Oo Q Y 0' I— 0 , � �.,.. F_ LJJ w N C, Z2-s� W� a 8M W E Z Z I� +'� o E of w LLi ='D J ■--I LU Q Q Z a �QZ O� 00 z �z m Z 2 H a 00 SCALE : AS NOTED DATE : 10/29/2018 TECH: M)AM ES VERSION NO. 4n0 SHEET NO. SS L'� 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 EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS (2) 12D NAILS AS REQUIRED AT 12" O.C. MAX vv,r--,vu` r rrvL-u BEAM @ RAISED ENTRY CROSS BRACING DETAIL JYP.)r—j—"% HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL ENTRY FRONT WALL r6 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS Of 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 DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT -Tg ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - - CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. , -----Z-WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS 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 SCALE:NTS DIAGONAL - AT 8'-0" MAX 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 SSES HIP G.T (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 114" TITENS EACH TIE BEAM SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS L.SEE PLAN L. #2 SPF 48" O.C. W/ (4) CENTERED AT SIMPSON HUC410 w/ (14) 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 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM je je 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 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 OL 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 o 16" O.C. MAX. INFO. ° SECTION @ ENTRY K8 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 INDICATED ON BM. & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDU E/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA SEE ROOF PLAN SCALE: 3/4 FOR BEAM SIZE & "=1'-0" CONNECTION INFO. BM. SPLICE OVER CENTER OF POST A A SEE PLAN FOR SIMPSON MTS18 w/ (14) -J 10d NAILS TYP. U.N.O. SEE PLAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & NN�-F ADDITIONAL INFO. (WOOD COLUMN SHOWN) 0 0 CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM -' FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22�� SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRUSS 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.ff HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN(24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �� SCALE:NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL7--PER ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3)10d 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 • ZSEE OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL� 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 SCALE:NTS DETAILS &SECTIONS (D z g z�z <t a U) z C: (D X �, _ d �V — 0 "' F- c/)=3 o C73 `- U oti m — 8 mapF— E N Cf0M Co 'a COO_� U o`oo U- co, C 0 < co o C6 : Pci A I an. e.o.0 T *# /r 7 - N b pm � ►/) M Q 0000 Z W M�CZ z U) w �. r'n�Q.o ;W v EA W r¢N.t 'a a am nrn S .,g/ o `p 4D o � Z'�'�r� Q WL W �0y tl�o rlr/ o OWN .• c C� af •• J �� �'Ox" da 'M 'D0 s b 15. " E \,� �, •E `tea �/ � O F S S,Q� I,,,,,,�Iilllti�a�e�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W, Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com SZ Wo Z < f� W Q 4800 zW�< z Wz wo--�w aa0� '<` Fwo L ^^ z z z Z oC u U 4 W "0 T-4 U) O — �w U = C31 Cl) Cc) OZ F ]e P I- o ' J x ��� W VOR-a �.r �Q o rd�.J p zz< 8��0 Z Z it W Ln LJj z Z z z cn 00 zo 06 g LU = "z ,—I a V) s SCALE: AS NOTED DATE : 10/29/2018 TECH: MJAM ES VERSION NO. 4x0 SHEET NO. D1 - - - - l� 1 I T I T I u LI ill,uis ll'i WEATHER RESISITIVE BARRIER WEATHER ✓E BARRIER & iARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING scale: NTs FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE 00 i E5 Q 0 SELF -ADHERED FLASHING NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW E AM � �nai wv�a rv�ornrv�a r Q WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER Q SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH ,HERED FLASHING 8 2 8 2 1 2 4 5 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 FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 a 0 SELF -ADHERED FLASHING INSIDE CORNER Ground I -+- SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■ • DECK JOIST ' OUTSIDE CORNER FOUNDATION WEEP SCREED I • NOT USED ■ , NOT USED M NOT USED IiJ Water Resistant Barrier Lath Sheathing Stucco 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 Gin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing _Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all (D Z o CO <>; (D w (Z o .� W Iv � F o �11 M C.i m o W N co C ca cM _ oi c N O o (-.) 01- IM��110 � U_ co i) c. o Q M Lo rn¢ d B D®� N N N � � N H 9? c:,z O U) Z W (h N� Z F.dJ�� -a w� ii U LU `r w LY V ¢ , a acne ♦♦Z 0 = N m V Z U) :9 E a N¢M Q W a) O v V O WWW.FDSENG.COM ❑ 202 2! C" CV 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers 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 Z Lu Z< fF < W Lu vzo0 'a z W < Q ZZ r^ J A J U N 6Do Q a z o < U jy 0 i Z 1 � �3 O Il�LU J Q L� O 1� / lli W LU ORO QU� 8 Q mg- U O i �9o�o ¢Z P E g Z 2 IJI Lj Z z o Z g U 00 N Z <<o o O o Z :5= ¢ f rn ,--t a (n o SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAM ES VERSION N0. 4n0 SHEET NO. W P SIMPSON 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 (FBC) specifies that joist hangers shall be tested per ASTM 07147 Tasting and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Simlar Devices in October 2016 to incorporate a methodology to evaluate products to the 2015 I -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.00m 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. /6P4 Keith Cullum, P.E., LEED AP dwfBDW Engineer, Southeast U.S. Branch Page 1 of 1 Simpson Strong -Tie Company Inc. 2221 Country Lane McKinnsy, TX 75069 Phone: 072.542.0326 Fax 972,542.4139 www.strenobe.com a.Hrmg ak� k A3 FL17244.1 ESR-3455 A23 FL10446.2 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 H0216.3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 HD26 F1.17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 F1_17232.4 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 FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA18 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11495.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10458.22 ESR-2813 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 HTWM16 FL62232 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 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10858.11 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 FL10555.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 F1_10655.109 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 FL10555.113 ESR-2549 JUS46 FL17232.11 ESR3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241,15 ESR-3444 LEG3 FL10667.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 F1_10852.7 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 FL10652.4 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 ESR-3455 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 WM1416 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 FL10652.11 ESR-2105 MTW12 FL17244.6 ESR-3455 MTS12 F1.10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2813 MTW20 FL17244.8 ESR-3455 MT620 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 NFM35X161J FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441A ESR-2330 PAU66 FL17239.13 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 F1_1045&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-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 F1.10456.15 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 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 F1_10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPHS FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 F1.10655.3 ESR-2549 TH028 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 TH0410 FL17232.16 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 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 F1_17219.5 ER-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 9B-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. SWNGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) F1_20461.6 +67.01-67.0 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 FL15225A +87.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +6TOA67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Wndows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WndCode 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 WndCode Doors W6 (BX7) F115279.85 +38.0/-42.0 psf Clopay Building Products Residential WndCode Doors W6 (16X7) FL15279.102 +37.01-41.0 psf D. METAL LOUVERED ORS 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 Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Wndows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod, Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 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 N/A E. ROOFING TILES Boral Tile Villa 900 F1_7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GUIfLok 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 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA & STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - F1.2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the 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 .4 -0 N (U Cn O L Q � 0 O CU 0 W CL n' W O O W C CQ O U p > .� O 00_ `I- 0 CU ^ 1- � .� VJ r! E Z W J SHEET N0. PA 1.0, N � � � V > .� O -e-+ Q � � O O .,{tea � U 'CU /1�/111 � ��1 A'� V! ) U V Q O L 0 Q— Q O L - � 0 to 4_ ' ^ ( V "n L �e •� � L �J 0- co (_ 4_ / /1 f— � � :%J (y (n U) pFt «J 0 ca. Florida Department of Business & Professional Regulation Building Codes and Standards Pop 1 M2o1e Product Approval Application Detail Florida Deparirrtettt of Business & Professional Regulation Building Codes and Standards pop 1 i=18 Product Approval Application Detail Florida Dapardnent of Business & Professional Regulation Building Codes and StandardsPopness ir"le Product Approval Application Defog Florida Daps Building 9 Codes and Standardsonel Regulation 115rm18 Product Approval Application Detail FLJ20/N4 2 Bade EwloLga 21b rat! Der bodko gpb loss Ywt- [YoLdLrAm[ Slantew a YM�L Yelmm Muhowed fficAanesha! Apa®ham moo. Revision 2011 Themu-Tru Corporation Rick Wright Lyndon F. Sft.M P.E. Ryan J. lOng, P.E. 10/152017 07/122017 10M57017 12/t22017 Approval Cello": Exterior Doom (419) 298.1740 PE434DO lets) 767-CM Subcategory: SeInpkp Ex*& Door Aaae rtboo ridnaQNlbW9oonw6anb. Compliance Maerod; Evaluation Report from a corn Florida Rogtetem l Arch6eot or a Lkeneed Florida Professional Engineer Approved for LAO Atasentelfor Use Is" latian Loa Sian■wEaal■aO alb in mint 01t Bind ra.M■ 1 a. Theme-Tru Fib« -Classic wq Smooth -Star Nomnal I M IGA &quobNoo4n" dquot; Opaque 12/3irt= No Yes, No N/A CompwNe Edge Pbatgteaa Shope Door Mswinwoubwing; X oon8gure*an) FU204efJe2 Stilt Eotl� anti salt DANEa-dlsa late min venman IbmdE� SdoYd Eowo�ilkaou vrer.e ex YatweYQ Addy FSC Alas>aY Atlotmad ateo. Revision 2017 TMmvTru Corporation Rik WrtOhl Lyndon F. SdemdL P.E. Ryan J. Kkg, P.E. 12/132017 121192017 12212017 Persil ppC Category: Exterior Doom (419) 29&1740 FE•43409 (813) 7674M auOCatieW. 8 vingi g Exterior Door Ase*rmoles ddcw@nwddpcce unw Comperrte Maprod: evaluoWn Report from a Dom Fkulds Registered ArdrMd or ■ Ummed Florida Professional Engineer Et z .�11 En le 9[ laic dale 20L Jai YfOkD ( cow Emilmori1a�n Va■abdity Ya■.tll aalla■W lacA■myal A■raved NO Revision 2017 TMrma•Tru Corporation Rick Wright Lyndon F. SchmidL P.E. Ryan J. Kins, P.E. 10/152017 071122017 f0I182017 12M2/2017 Approved Glegary: Exterior Doom ( 19) 296.1740 PE43409 (813) 787-OW SuDC&Yseryr: Swinging Exttdor Door Assembles deklv@nvbkgcemullema.ExswW Compliance Mod oa Evaluation Report from a Dorn Feride Registered Architect w e Licensed Florida Probssicnal Engineer QWBKAUNM ADomvedfar Use A�.fatlM Im■M am" Product Deeolmlee Inmms aa■we mmz From" 6 f. TMma-Tru FibNClaak and Smoot -Star Nominal 8&039-,0 &qua;Ncn4mtwdBqua; Opaque 1201I2020 No Yee No WA C p..b Edge Femrgleas SI gie Door 0mwhopOumwinD; X configuration) FLil046f� S� Edlrg 20 lab ! late 1>� version mmukobw S Validated as VaIMMem Subsufthod PJlc Ao rw d Aim Mod. Revision 2017 Thorne-Tru Corporation Rick Wright Lyndon F. SdrmkL P.E. Ryan J. Kip, P.E. 12/132017 12/1311017 12@112017 Pounding FBC Approval �gMr Exterior Doors (479)29&1740 PE•49400 (613)76743856 Subcategory: SwMipro Exterior Door AnsantilNe drhw@rvrbidgromullanb. Compliance Meteod: Evaluation Report than ■ am Florida Registered Archl ed or a Licensed Florida Professional Engineer FL82DU1R2 I•d2o aiotl� awls Dale ROLEN dim 20 a5haa v ndmi llars■alo[ csdad anon aLtranla Validated Ysiwwd M FaCAoaevd AIa� Mtao. RWWM 2D17 TMmu-Ttu Corporation Rkk W69M Lyndon F. SMmMt, P.E. Ryan J. RV, RE. ,0/15r2017 07112I2017 10/18=17 72N2/2017 Approved COW": Exlodor Doom (419) 2WI740 PE�mw (813) 7674)565 dGw@uwbkpmnwllaMs. Cemptlrw Meal Ar hbot a a Repot from a ram Cow4* pay: odmxhSwinging aW@dm Report Professional E�insebed «■Licensed Florida S tA■1■na A Use A Use IOd� nldm Lla 1-aBvHZ Ott" HVHZ l3obleta-t Plain■ 9 1. Themr�Tru FWer-0kWe and smooth -Star Nominal SMISDA BRuokNon-Inpact8quot Oland 12I3tIJ020 No Yae No NIA Cor poada Edge Fbarpae* Single Doorpldwtouw onsalr louhwkg; X configuration) FllII04ee-R3 Side EdaLar Do 20 DalsEf�m sale TIM veman eMmdb M sew gagooLALMM vianllan.Edt W9Ybd 6&MM EA2690011at ARROU ANN Review 2017 TMmra-Tin Corporation Rick Wright Lyndon F. SohmML P.E. Ryan J. qng, P.E. 12M3R0,7 12N3)2017 121212017 Pending F8C Approuei Gtegory: Exterior Doom (419) 2D I740 PE-43409 (813) 767.8555 SubCdopory: Swinging E#erbr DoorAsssmbgss rkkw@mbkpcemWtenis. Compliance Mollusk Evaluation Report from a corn Florida Regisered Ar&Abd or a Licensed Florida Professional Engineer HJF34lM140 � MentionNkmdmbmcontw V� M ValidallodSubndtid FWAmininval Approved Revelon 2017 CMOV W.N erl oration Rick nS.1 Lyndon 9 9chmkL P.E. Ryan J. King, P.E 10/162017 07/122017 10/182017 121122017 Approved Category: ExeriOr Door {419) 2g8.1740 PE43409 (813) 787656ti �8u� VSwinging �r �d oaf min or a Licensed Plonks Professional Engineer g, q �, Aeerevad 4« Ife. >� Dlalan �� Dole��� � 1M¢ 11 n.TMmw-TruFprCWek sat 8nroaD�Btar Nondna18M39;0&quotthm inWa&goot rAazad 12131t2020 No Yp No WA Canpostte Ewa Fbergisss Shge Door (erg; X aonSgmallon) Fts2aat-Ra � Y!� � Yll� MIS FISC AO✓nfi ARROW Am& Review 2017 Tlrmm.Tru Cup«albn Rick Wright Lyndon F. Sdarudt, PA Ryan J. ", P.E. 12113QDIT 12/132017 12212017 dig F8C Appo Category: Exterior Doom (419)298-1710 PE43409 (813)757466 SubC&%": SwNprg Exmrbr Door Asssrrbiiss ddtw@rwbmpooneWlanm. Architect a Evaluation min FloridaConnalsom Uatwt Licmssd Florida FL02MG1412 ProductsFJ.6tMS41:BLPlamudl Qffi4alt�lp Professional Engineer anal Sam Ou1w, HVHZ beers Mena In HM Approved loll!!! stye fJvdi R26bwm JLsss" WA Product Modal Nmeber «tome Product Dsoanistion Contract Expiration Dab 1¢!lYtiZ outsideIONZ PJaOure 1 a. Tha nos Tru FibenClossic and 9mooN-91ar Nominal 68039;8 &quotNoMmpad&qua; Opaque 12W2021 Composite Edge Fbogl ss Singe Door (InsekoDutaoing; X coapumtkn) No Yes No WA 8 f. Timme-Tru Fiber -Classic and Snaoth-bier Nominal 811M.0 &4uotNon•MWaddquot Opaque 12131=1 comports Edge FbetgWs Single Door omwinpOutswkg; X configuration) No Yee No WA 9 i. TMuma•Tru Fiber-C4ss10 and Snaoth•Ster Nominal 6&MS &quokNoo-bipsot&quok OMxM 12131=1 Compwb Edge FaaryYes Single Door (honving utewkp; X configuration) No Yes No WA ant 14 Pratind Madol. Number ar Monte n. Thamua•Tm FbsrCWab and Smooth -Star Product Damnation Nanhuat8M39;0 &quotNen4mPaet&Wot Oteced 12/912D21 Conpcefs Edge Fiberglass Single Door for Use Approvoillar Use buRad in HVHZ 2wwdLt= No Yes No 22MM p� WA (ImwkglOuhwing; X oonlquration) Florida Department of Business & Professional Regulation Fepe 1 a 1 Florida Department of Business & Professional Regulation Pape, a 1 Building Codes and Standards vM1a Building Codes and Standards 1/5016 Product Approval Application Detail Product Approval Application Detail Florida Department of Business & Professional Regulation P.pa 1 a, Florida Department rotes Regulation �1M7m,e Building Codes and Standards 1Mrm,a BuNding Codes and Standards l3tIMt24Ba ramEdlsL.er in version MIMMiRISM StNm YaYddW Is, 21111 Jai Yelweml Mumwld ILM.P2asiDa Qeb FM Aoorslhal Aanovhad also. Sesadt nra vow mmwkgom EgMOLer good Eowmtt1lcensl veYmet d rat Ddt !ale )Did ed Llaa" 21111 ftndkw dale IN Aaaaval Apmoved Mlso. Product Approval Application Debit Product Approval Application Debit Review 2D17 Terms-Tru CorporMbn Category: Edi dor Doom aubCategory: Swinging Exterior DcerAaasmbfss Compliance Method: Codification Merle or Listing Rick Wright National Amooditatim15t Ryan J. King, P.E. (419) 2WI740 Mansgennent Machete (813) 767-0556 ddNv@mbldpeonwtimts. oon, 12202017 0D2/2017 12222017 Approved Revision 201T Tlmrma-Tin Corporation GbCalog Exterior Dann aubCatpory: Swinging Exterior DoorAse*uMhe* Compliance Metlmdl Cen88atlon Mark or Listing Rldc WrightNhipht National Aandtetlai & Ryan J. Ktg, P.E. (419) 298.1740 Mmasenem kretibate (813) 7874)65S rkkvr@nvbkpoonwlWite. can 12f2a2017 0D272017 /7122ft017 Approved d Same Iyg! lhOlan Revision 2017 lilsl( LV Wraloo a and Doom IlwteLw Si9wiw P.nalo�a.Her■e Wedged! BY pram SMinger Luis Roberto Lomas Shown M. UmM, PE !ate late 1 7lstldalsd Mutawed fJ>S).Aoo�al OB/132017 ON112017 08116=17 Pisa AaDmyad atffi. 10I102017 Approved a—'1s'—'y'4 DBdI 1Y3. YetMan Revision 2017 1 MI W indwm and Doors EwloLe[ comoa EOo�CM.L�■ v.ua.ted ar Bmm suroor Luis Roberto Lorna 61KW M. Urloh, PE stele FBC A=wm !ag Yeatglsd Mumdted 1B(rAoarsltel Aawmdm OSM 32017 00/112017 0611I 20,17 10/102077 MiM1. Approved F1.115226414 Product, FILS182254114 Products a Doom (717) 3863900 „ (717) 3174454 Category: EtderkrDces (T17)986-3300 PE82tSt4 pt7)3t7a454 SubC se ary: SlExmrkr 8ub0abpistnp Exterior DoorAaesmMbs Dafarser@mtxd.cem BubCatepory: Sfdirg Extedor DoaAssanbhsa beanpsr@r,Mw.cem a■a ProduetModal. Number or Narrre QualevAssurarms c91kiaz w�tla APa7a' jor Un Approved In NVHZ Dole$" far Use � Hm i Iwlsted DYI■ PJaaMIrs Ella! In HVHZ IM" Dt HVHZ titlYMOt Doom PJ■Wrs Compliance, Method: Evaluation, Repot form e Florida Registered Archkod or a Licenssd Florida Compliance, Magw&- Evaluationma Florida Registered Ardded or a Llcenssd Florida 1 A. &gwt;CW$sbCraRBquot ate &quotBamhnuark by Thsm'e-Tm6quot 6/8 ate Bill OpoM and Gland Fbepm Door wth 12131r=i and without Skeass. kewhlg and OubW ft No Yes No WA 5 a. &q-t;SmoelMSmrdquot arch &peCBandxnark by Tberma-TruBquot ism and 8A Opaque and Glued F"Itsi s Door wish 12412021 and wfhod SNeaa. kwAV and Outewlg No Yes No WA Protasio" Ergkmor Prob"lonei Engineer Approved beUse Aeonovedferuae Ilwrsw Resign OU WAm ApGrovedJfor Use ApproYW for Use laha■t gestalt Gdbnk Elsa Prosiest Medal. Number or Name In HVHZ oubd" HVHZ R hda t I�eBlrs Ala P In HVHZ loran■ M! 3 BERIE842DALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 1221=11 No Yes No WA 4 6ERIES 420AWMINUMSGDREINFORCED SERIES 420 ALUMINUM SGO REINFORCED OX, 12/312016 NO Yea No WA 045.3/4&quot.9&&quot XO, XX Q6kuo1;x93&quo4; Florida DepaMteltt of Business & Professional Regulation woe, a1 Building Codes and Standards I/Mis Florida Department of Business & Professional Regulation Building Codes and Standards 115018 Florida Deparbrlerd of Business & Professional Regulation Papa 1 of I Florida Depatment of Business & Professional Regulation Fape, a 1 Building Codes and Standards 1=14 Building Codes and Standards 11=18 Product Approval Application Detall Product Approval Application Detail Product Approval Application Dsfall Product Approval Application Detail FLINS27241111 Ism FLI1,151132,11114 SM Snake or Rik 201 Dd@PNWWA late "11219.41111 Sale EnowW !a$ lei labparallDg laic Same ilraa vmtn miggliftatim gnftor r.20199 AMOU AUL Youddith D!b Rik WJwrfd aumllYm aabPHdl■ 21112 F@C Aanmlal Assumed AN" 221111 Miss VKMIDn MKWbM= E"ft Doormat E-h—Aliewl Validated Is, Del Salt Whim Mumbled Dab Parading laic FOC AawgYM Amrovem 20" boa version Reviser 2017 NedifilaRM Clam Sukding Products Company 22wwd F.mblerALicense ve�p, Made WasterOeW InterNl: Testing Serum NA, Gary Plusher YJ.d11W Mwaeltlatl PJWAaw vat 1112WM7 061102017 A■dw.d EtW. 12AMM17 Approved ]Yoe verrstn Revision 2017 dlemdte litz Clopay SWUM Products Cornpariy Canted EoalmoeaU— validated By Mark Westerfield Imetek TosBng Swims NA, Gary Phrahler validated autimweII FINDA,,-W Approed 11120=17 01002017 12Jp62D17 atea. Approved Revision 2017 MI Wndows and Doan Category: Exterior Doom Saban.pay: Shdkg Exterior DoorA■ameas CanpOmas Messed: Evaluation Repot tom. Fronde Registered ArdJted «a Umood Florida nDkaar Bnm Sasser Luis Roberto Lama Stevan M. Urich, PE (717) 3e5.8300 PE-M14 (717) 317-8464 baarper@mwd.aam Oa132017 0N112017 08M62017 1&1012017 Approved Revision 2017 bat Varalm s and Doom e.tsD leg Exacta Doom aubCalapory: sadlrg Exterior OoorAsseMhe* Compliance Method: Ewhaatice Report tam a FbrMa R601, - Archfed are Licensed Florida Pranelonai Engineer stern Banger Luis Roberto Loma Steven M. Urkh, PE p+n 3863300 PE6zsu pi7) 3n-0154 hNtbgm®miwd.can OB/132017 08/11/2017 09M82017 10/102017 Approved Cattgory: Exledor Doors CompH paV: x Sectional ExtenaoDoor Aeeanbnee CompYmrea Method: GNBrrtkn Made or Listing (5/3) 77041082 Ibe. (513) 519-08Q6 mwsemr6awoIIdavar.am QUBW Ansurance Amroved,13DH Ammvsdf«uaa mmw 91" Category: Exterior Doors aubCMapory: sedbnal Fimdor Door Aewem�e Complance Malec CertlBcetlon leek «Leap (513) 7704082 IM (513) 519 M rnwsatalkM@rbpaY.«m Quests Assurance Ate' for AQormad for Lift lest IaMeO ■ CIO FLOIS332414Pngk" Loa s.lOQliOubd&HVMZ fa!■aw P1seYrs Aga ProdmatDoacriceart C&ub&Ubmbugoaw In HVHZ I ubmaww titan PJeeal■ A221 Pmducd MOM, Number or Notes RON LAOwanrs Produal Description Corodd Exobavm Date A■roved.mLYM Approved ls.IBCtli oubme for Wjo H HZ Resistant Dolan Pressure ,igloo Q dal A— A■ md.lotlas Aped-d In lako for Use Ira" Dakota Duten Efmwm 37 037 V" PAN•2F161:84A, 94, 73, 75,1600,190, 70, 7W, 4RST, 4RSF, BRST, SRSF, 2RST, 48. 42, M, 48111, 426, 58S, GDGS, GD5SV, GR5S, GR5SV, ARI S, ARSSV, Steal Pan (min. 25 9L) Sinpa-Car (up to 9V wke) 0521=8 WINOCODEM174; Wit Games Door No Yes No +30 PSFI.32 PSF 53 083 W&16 PAN-2F163: 84& 94, 73, 76, 1 SM. 190, 4RST, 4RSF, ORST, 6RSF, 48.42, 66, 488, 426, 65S, ODES, GD5SV, GRIS, GR5SV, ARSS, AR5SV, ED58, ED58V Steal Pan (min. 25 ga.) DoubleCor (97 to IV(r 05212m wide) VANDCODEM174; WS Games Do" No Yes No +30 PSF490 PSF 1 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM $00 OXO 12131,2018 1454ulkuot cdI Squot NONAEINFORCEO No Yea No WA 2 SERIES 420 ALUMINUM $Go SERIES 420 ALUMINUM SOD OX, XO, )X 12/312018 98&quctx80&W01; NON -REINFORCED No Yes No WA EDSS, ED5SV CD C: Florida arbnant of Business & Professional Regulation DeP eg Building Codes and Standards Poe 1 a 1 ,M2o1e Florida Department Of Business d Professional Regulation Building Codes and Standards wide 1 a+ +M7M,e Florida Departnnerm of Business & Professional Regulation Building Codes and Standards nD Pass I a i 1MIM1e Florida Departiroont of Business & Professional Regulation Builds Codes and Standards rag Page 1 o 1 Ir mis ■ ♦� Product Approval Application Detail Product Approval Application Debi) Product Approval Application Detail Product Approval Application Detall 191.11163324114 SMEnUN ion Ymt- Revision 2017 Viasisjum MI v firximm and Doors eatspory: Exterior Doors BuhCal.pory: SHdkg Exterior OcorAsesmb8ss teredMartloA tftdEvaluor a Reporthorna FloRegosm,istered FloridaM11 a RapaterMeer or ■ Licenaad Flake as Sawaw EngbELLL M validated by Brad Stager Luis Roberto Loans Sown M. urkh, PE (71T) 355 M PE-82514 (717) 317.8464 .corn lab Dsit Validated Muslyd =132D17 08M IM17 lilftba ■ Dolt W—ADDmval Aamonal OW762017 101102017 also. Approved FLi2a14t2t a rat fed. Version Rovitkn 2017 llemdMilro POT Industries Comp«y: Exterior Doom &ubCetesory: Sting Exterior DoorAeeembiles CamrdencsMethod: Grtlfca&«n leekaLbtlrg EaEotao Saolaw F ladraou Validated ore Dun Ruark MW*DWe BCCO - CER MImnFG ea de SCCO - VAL (941) 4864a100 (788) 315.2590 dmark@ppbMusbies.com PaOe go Wldalsd lights" 1207 112=17 201 laf� 201S PWA1■errY Aowmhad 1 =&XI7 Mlsl. Approved FLM1537.R7 M bps version Revision 2017 asemdMh■[ CURRIES Division of AADG, Ira Cots9ory: Exterior Doom aubCMepay: Exterior Dow compoon; o Camplise*s Method: GNMalbn Mark «Lisarp Snails, or canted P.oateLLUMM Validated RV Dedic Dow UL LLC Tod Sonoma, PE (641) 494-2844 (305) W 4707 daw.dedl o@atmobloy.ce In 201 lafl DOI Families llJdidAlsd Awfi it pscAmrm I lrA 017 10202017 Rib ADarsyad AN" 12/05M17 Approval I9t�l1l9i Snide bat Yemen Revision 2017 Mmldmb= MI Wndows and Door Cob": Wridow4 Subcategory: Singe Hung Compliance Moped; Gmficadw Mark «Letlng E-■L or Canada Efteb raLA ■ veyagmBr Brad Sanger Amarican Arohlbo bnol Steven M. Urkh, PE (717) 36"M Manufacture Assodstion (7M 317.0464 beanger@rrevd con, late Dale laY.PancLw !ale vellYbdl auhalttetl Plcd■rDyM ADeoved IZ29=17 12/132017 alsg. vama ed ■ — � Praie*ebnet Engineer FLAM4t2l Product, F1a1+O74tl Premier FJPJniab ! Produd Model. 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Yes Yet Yes NM 2 186 SH 62r84 FM9@nge From KYSO Single Hung 101061mis No Yea No +60Y-00 I"110tx98aquot 17 251.10 Florida Deparbnent of Business &Professional Regulation POP 1 Of 1 Florida DePartrtent of Business &Professional Regulation Pass Of 1 W Building Codes and Standards Imals Building Codes and Standards 1Mrm1a Florida DepartrtTent of Business & Professional Reputation Building Codes and Standards Few, a, IM2o,e Florida Department Of Business & Professional Regulation Building Codes and Standards Peg., a 1 1152018 Product Approval Application Detail Product Approval Application Debili Product Approval Application Detail Product Approval Application Detail v BBL gg Sad1 low Wrslan Ikmdea4ue[ sides or Sawlat l:r�A.Li4mt Ya■ltemJgc � Gtle FOCAMl■ Wmwa MddomwM a�AL�r,I dale Ado,a� amua Ssde Ixa1 vwian Ilehad�Lles 1(O■Ler serser& EmlsucBlJsrna Yam akal laic FWAdomtp Ode Yammi aaommMi Ellcel.-road A■mra Mlshde C0 BtJi7T� 13Jtlalia�4 Stint MIAR version Revision 2017 ValliftagnR Cicpay Building Products Compmy Catepory: Exterior Doom zn§W w 2god gwdmuAUMN vdwdw as Ae*m Weabneek Testing Service* NA, Gary PN~ (513) 7704 M Inc. (513) 519-3588 Qak late Yddod Muslim I lrA 017 OeMC2017 aattJ'.eoa■ Qab E8%ADDIMtY Amnon d IZIOV 017 ANN Approved 42111 .ions What- Revision 201T Jklaidalam C.lopry, BuodIN Products Canpany Cetepory: Exterior Dare Ellft or rd dew Onelstl[.11iL11mmea val0erlda , Man Vvamormid Internal, Testing Services NA, Gary PNeher (Sill) Inc. (513) 5196566 2111 Dl■ Yalwelsd Minded I I292017 Oe102017 DWPNIMM 21M FW Aanrovii AD J ! 12115=17 atel. Approved Forviskm 2017 MI Wodon , and Doom Cabomy: W indor" BuIsImemk om a s ses Mairomh Certification Mark ; Fixedbeanser@Mwd.aan Compassesor rg Bros Stager Nmrlpn Anddmduml Steven M. Udd6 PE O17) 385-V 0 MmuholummAseodobon (717) 3174454 1213120,7 1241=7 01104r2018 Approved Revision 2017 PGT Industries Cateam; Winders Subcategory: Flooddfuam@pptlndleblss.com or Losing Dean Ru" MW Male BC00 - CER MiamFDade SCCO- VAL (941) 488.0100 (780) 315.25110 12202017 12 VMI? 1226,2017 Approved O SubColo"i Sodbnal Extensor Door Amernbess Canpamnea Matlnod: GrtHlcedon Man*«Listhg -081 ilek@dopsy.can Subcategory: Sectional Exterior DoorAsseMNss Complimaa Misled: GrdlosUm Mark or Listing rrmsawrdak@dopayaxn E1.0152 a$EPmducts Bniii4BM EmdLala lue Product Model Number or Nearas gubLANWAM PJa.alJDismission c Qtle A -roved for Use Approved for ties In HVHZ 0,09& HVKZ Im■d RMWb0! lah P1� Loa "Noom Product coagulation Deb Apt Agprovedfwylsp b%Rld IaHvHz Outside NvHZ BYlslsw Outside042D2020 la" Fractions Loa PmiilmaDdaYg- Approved INDIQ OuiWftH for IN* ft" HZ Bohm Kilian EMMM seas Ae Lim Approved a 1. HVHZ O1dtw�fti lore bad Ii ob= Donlon Premium36 185 PW 73 x 72 Insulated Glee* 0410312018 No Yee No -M-00 9 P11l.5620 {Lags Misepe knead) Vhoyl Fixed Whd w Ye* Yes Ye* WA 095 VO-09 PAN-2F163: 73. 75, 84A, 94, 42, 46. 428, 486, stood Pan (min. 25 Do.) Singte-Car (up to or wim) 05or 02s No Yes No -35 PSF/-42 102 102 W613 PAN,2F133: 73, 78, 54A, 94, 42. 48, 420, 488. Steal PM (ran. 25 go.) Doubb-Cor (9'2'to 107 ce212028 NO YN No +37 —FI.41 4M. SRST, GOSS. ORBS. AR6S, Ross WINDCODEM174; Wit Gorge Door PSF 4RST, 6RST, GOSS. GRSS, ARCS, SOBS wide) WINDCOMA0174; We Gaspe Darr PSF U O L Florida Deparinlent of Business & Professional Regulation Fags, I of 1 Building Codes and Standards 1M2o1e CD Product Approval Application Detail ') Florida Deparootent of Business & Professional Regulation Page I Of 1 Florida Department of Business & Professional Regulation Fags 1 Of 1 C Building Codes and Standards irmis Building Codes and Standards I/Mle 281111t EIaMEcw !ate Pak D.a. PONNM Dept Product Approval Application Detail Product Approval Application Detail b■ vww Revision 2017 Nudism ne"s-Tin Corporation Cpary: Door ctardw atalsnLaltmu Validated By Rik Wright Lyndon F, SehmkL P.E. Ryan J. Keg, P.E. (419) 293-1740 PE-43409 (819) 7fa7.8556 Ya@tl■m Submitted FOC AparavadApwmad 1011S2017 10MOM17 1022=7 Qfl=W7 ab4. Approved UJI 19J S IYa! version Enter CW■w Eray"aJialmo wminw.ft Jab !■! 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Urkk PE (717) 365-WW Manufaduran AmodatIon (717) 3178454 0110:L2019 01/03=16 validatedMOIosslOeal Engineer BukCatepory: Single Hung droarktilipglindusties.om SLOCat.sery: Hortsontad Mder tsbager@mlwd.orm Coapgeea Method:: Griaetlbn teak orLWinp Cenplence llWtod: Grtleradorr Mork orLedrg 2228 PM&MMedOLNmrbwatuma OuN(Aooreved Product Dosedtlar e for Loa In tPQJi Outside _ Btlla$nS Ehalesa Z FLA2111,11US Products FLa15361451srodueb 1 a.&quwtFUaCIs"Wquot.&quotSrnmth$ar&quol;, 68939;S 6quotepad&quot tNaZed Faergees 1213IMMI No Yes Yes WA Q Lag 7 SM-5500 (Large MWIe Impact) QUAWABmffwm ggoULtZo Vinyl Singe Hung Whndm 071302020 Approved for {tg Ap«wad la a In Yes for Use Jsppw Bi&EnnY AUJIM Yes Yea 219M PJProtegeeslid.! WA i HS 188 Fin and Flange Frame [mrJlL dvoaawian canlodEawMggADY 7342 Mouteted Glass O2MS201D Aoomwd as the Apa■ld 1, HVHZ OaIhMa No for !m■w HVHZ Yes No Doolan P.nwlha +6&485 &gas Clae*kCmlHquot «&qud;GmskCrA Ruanic&quot fipple Door • a) l avAng «OuWMg Conffp r lion SHEET NO. PA 1.1 _---7 il I- �, r V 1-, I F---1 -1 — — 11 N . cn O� C � Q 0 O C Ca '0 �— .� U cn V M O 0 L_ L O Q O c p � L cu O = — �n (U O •� /11 V! tVTt! cn O � u . � v J N (n ,.fl _ cu O Q Fbrlda DOPIMM" Of &A*"$ a ProNeebinl Roseman eman P.w+a t uk Bft Codes and 8tandands ,Arms PagdLMst APP APPN DsIsN Fbdds Departo" of BlWnaes a P oboicr P49UNN Bu/dlnp Codes and OWWards 1AAM1. 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Rodman, P.E. 0firVM17 08202017 07/0312017 Approved Cato": structural CompoMma (Y53) 924.6476 (ON) OW1344 SubCepery: EngNsatl Lumber RoNrtaaWwin®wayeda Compliance MWKA, Evaluation Report from a et sc(orn Product Evoluebn Err* jg.rsa4n Prodm 9uaeLArdlrslMt Agm®tadfor Um Approved for Lose lawo 21M a292 Pow In outside, i Pry 2 Panllsm PSL Parallel Strand lumber 031312019 No Yse WA WA 11 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 =812018 lrgde Entity or Data 212 Oise Pendim )j" MW version Manufacturer Contact Shuns, &Uponse Validated as, validated Submitted FBC Approval Approved Status Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/12r2017 10/102017 10/17/2017 12(122017 Approved Category: Roofing (352) 498.0778 PE-75519 (334) 300-1800 Subcategory: Metal Roofing info@gulfcoastwpply.com Compliance Method: Evaluation Report from e Florida Registered Architect or a Licensed Florida Professional Engineer RO'PrndrPY d ri x X „ Assuance Aporavedfor Use Aoor-odfor Los, Impact Coal - All" Product Model. Number or Name Pro" Description Contract Expiration Date In HVHZ Outside KVHZ Resistant Pressure 1 0.032&qua'; Aluminum 5V Crimp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A +N/A/ over 15132&quot; Plywood -108.5PSF 2 0.032&qud; Aluminum Gulf Lok Mn 0.032&qud; Aluminum Gulf Lok 160.quot; Wide 041122024 No Yes N/A +N/A/ Roof Panel over 15/32&qud; Plywood -116.OPSF 3 1&quid; 24ge. Gulf Snap 1&quot; Gulf Snap 24 Ga. 17&quot; wide Roof Panel 04/122024 Yes Yes N/A +N/A/--131.OPS over 15/32&qud; Plywood 4. 1&quo; 24p. 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Gulf Seam, 1 3/4&qud; Snap Look, 04/122024 No Yes N/A +N/Al 1e&qud; Wide Roof Panel over 15132&qud; Plywood -108.5P5F 12 26 Ge. 5V Crimp Mn 26 Ga. 5V Crimp Rod Panel over 15r32&qud; 041122024 Yes Yes N/A +N/Af Plywood -156.5PSF 13 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp over 15132&qud; Plywood 04/122024 No Yes N/A N/A-131.PSF 14 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp Roof Panel over ix4 Wood 04/122024 No Yes N/A +NIAI Pudins war 15132&qud; Plywood -156.5PSF 15 26 Ga. Gulf Lok Mn 26 Ga. Gulf Lok 16&quo; Wide Roof Panel over 04/122024 Yes Yes N/A +N/A/ 15f32&qud; Plywood 461.0PSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 1B&qu t; Wide Roof Panal over 04/122024 No Yes N/A +N/AF63.5PSF 15132&; Plywood 17 26 Ga. Ga1fPBR Min 26 Ga. Gulf PBR Roof Penal mar 15/32&qud; 04/122024 No Yes N/A +N/A/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Pew t a t Building Codes and Standards 1/52018 Product Approval Application Detail 13rtli�61 Cerle EnlaLa 21111 21M DOM Perneffina Bale MOM version Alaidesllor Cgrdad EordolaaLicaou YsINYNtlBy ydbmd AMNON ECS.Eoormul A1lnrsad Hlmt Revision 2017 AN Amadean Shusrs and Glass 11119011 Barbed Frame L Bannardo, RE Troy Bishop, P.E 1040rdo17 Re,Appy Category: Shutters (561) 712-M PE-00054 (054) 947-M SWWOboWr. Storm Panels rrdrab@eWmrkulsHeM Compliance McBrod: Evaluation Report from a rs.com Florida Registered Architect or a Licensed Florida Profaselanl Engineer 9MM&AWOOm A.toysd forlIM Approved! for Iwt Rift HagA on Oak to ll flYtli lit tls� t 22p &WW; 2492 GaNaMmd Steal a" Panels 229a temp; 24go Galvanized Steal Storm Panels 12/31/2018 No Yes Yes WA Florida Department of Business & Professional Regulation Pep I of t Building Codes and Standards immis Product Approval Application Detail Bdlalt$4 1111112 Version IleMdmaml[ C Eoerwa[AU- mmmmi m mild" aukalm POOd.oml A.oxad Am& Revision 2017 rTW Builds g Components amp Inc. Stuart Lewis ICC Evauation Service, LLC Wilson M. 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Subcategory: Tina Pets chverarelLoom (205) 5904M Comp lanoo Mahod Evaluation Report from Product Evaluation EMIy FLg27tt4M Peodets O,ft A- Approved for thre Approved for Use Iwt 21ft wl Product Marl PmduotD@Ndodon Contract axnkaum Dab jgOub"NVHZ tllWlen pressure 4 Mr20 20 ga. truss connector pea% DIMI/2023 Yp Yae WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pep 1 of 1 11=18 FL8# tt4t6 gads EdlaLs gale 2dt pmbpwa. 2MR nos veoskoh, elwtatial r contact E LAYwe v.Ndwdae )NMM AMMON PII4ewat Anomdad alit Revision 21117 Weyerhaeuser Rob Baidmn ICC Evaluation Service, LLC James A. Rodman, P.E. OB222017 oe@042017 07/03017 .Approved Category: Structured Component (253) 924.6470 (WO) 839.1344 BvbCabpry: Engineered Lumber RobaLBaWwhQwayaba Co&WB ae MaUuo I Evaluation Report from a etwr.cem Product Evaluation Entity Carries Assurance Approved for Use A000arolfar Use lmwd 2eN® ago!Product Dooserhollon conbvdExpendionods In HVM 2daims 1lYIR I Pressures 3 dabs 11 LSL Lamdnared Strand lumber 03/312019 No YN WA WA search Criteria Florida Department of Business & Professional Regulation Page 2 o12 Building Codes and Standards 328/2018 Product Approval Application Detail Quality Assurance Aauoved for Use Avoroved for Use matt Design am # Product Model. Number or Name Product D-IDBon Contrast Exolratlon hate In HV14Z Outside RVHZ Resistant Pressure 18 26 Ga. GuIfPBR Min 26 Ga. GulfPBR Roof Penet over 1x4 Wood 04/122024 Yes Yes N/A -NIA/ Purlins war 15/32&qud; Plywood -151.7PSF 19 26 Ga. GuIfPBR Min 26 Ga. GuIfPBR over 15/32&quot; Plywood 04/122024 Yes Yes N/A +N/A/ -154.7PSF 20 26 Go. GuffPBR Mln 26 Ga. GUIIPSR over 1x4 Wood Punins over 04/122024 No Yes N/A +N/A/ 15112&qud; Plywood -151.7PSF 21 26 Ga. GUIfRlb Mn 26 Ga. GulfRib over 1x4 Wood Purlins war 04/122024 No Yes N/A +N/A1 15f32&qud; Plywood -164.2PSF 22 26 Ga. GutfRm Min 26 Ga. GORIto over 15/32& d' Plywood qu yw 04/122024 No Yes N/A +NlA/ -159.2PSF 23 26 Ga. GulfRib Min 28 Ga. GulfRib over 15132&qud; Plywood 04/122024 Yes Yes NIA -N/Al -159.2PSF 24 26 Ga. GulfRib Min 26 Ga. GulfRib over 1x4 Wood Purlins wen 04/12r2024 Yes Yes N/A +N/A/ 15r32&quo(; Plywood -164.2PSF 25 29 Ga. GutfRib Min 29 Ga. GulfRib over tx4 Wood Purlins war 04/122024 No Yes N/A +N/A/ 151328qud; Plywood -123.5PSF 26 29 Ga. GulfRib Min 29 Ga. GulfRlb over 15/32&qud; Plywood 04/122024 No Yes NIA +N/A/ -146.OPSF 27 29 Ga. Gileilb Min 29 Ga. GulfRib over 1x4 Wood Purlins war 04/12/2024 No Yes NIA +N/AI 7116&qud: O.S.B. -101.OPSF 28 29 Ga. G lfRlb Mon 29 Ga. GORII, over 7/16&qud; O.S.B. 04/122024 No Yes N/A +N/AI -116.OPSF Seared Glteda Coate Version: 2017 FL #: 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL subcategory: ALL Application Status: ALL Compliance, Method: ALL Quality Assurance Emily Contract Expired: ALL Product abate, Number or Namp: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside KVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Dice From: ALL Data To: ALL N N N CL 0-0 0 .� CU U �- Cn N O O 0 O W 0 L1_ 0 .0-0 Cn a)W E tr_ O 4 0 L E (Cn C V • • ^�J W Cf) V 0 L ^L rL �}raei o L V r� v / m W Q Z z Q J SHEET NO. PA 1.3 ■ ■ :i