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HomeMy WebLinkAboutFLOOR PLAN 2-23-18GENERAL NOTES 165C ( ULT ) A. Wood: 1, All lumber on or below grade shall be ACQ Pressure treated Southern Yellow Pine 02 Grade (rb - 1,000 pat min.) 2, All lumber above grade (non -decking) shall be Southern Yellow Pine »2 Grade 3, All framing lumber shall be hem -fir 02 grade or equivalent ST. LUCIE COUNTY 4. Wood structural panels shall be uzn Mtn, thickness, exposure I structural sheathing BUILDING DIVISION 5. In all instances where aluminum comes into contact with pressure treated wood, provide dielectric separation REVIEL'dr-0 FOR COMPL B. Concrete (See Site Preparation for Existing Concrete) REVIEWED BY DATE 2-7-7^G { PLANS AND PERT IT C. Masonry: N/A MUS r BE KEPT ON JOB OR NO INSPECTION N✓ILL 6E MADE D. Aluminum 1, All structural aluminum conforms to the minimum requirements of 6005 - T5 for alloy and temper: 2, All structural aluminum - work conforms to art I -A specifications - P clFications for aluminum structures allowable stress design: p d g P THESE 1 E � „ - � c LAN. I. D 1 � or "Part I-B - Specifications for aluminum structures - building load and resistance factor deafen" of The Aluminum ARERf�JECT 12) AN ;0; Ql•+J Association, Inc. Seventh Edition, Effective January 2000 REQUIRED MY FILI D INSPr?'T1 13 ThiAT 3. In all instances where aluminum comes into contact with steel, or pressure treated lumber provide dielectric separatImBE NECESSA,iY H O►iDER 1U COMPLY WITH ALL APPLICAULE, r;Q015S, E. Glass 1, Glass unite consist of two pane» of 1/8" thick tempered glass with an argon fill 2. Glass conforms to ASTM E1300 3, All clear Argon roof glass has the followine min, properties: Ashrae Winter U Value - .25 Ashrae Winter R Value - 4, 1NCFALEDr"A$itNERSOHAiTACHktNTS Solid Wall Panels ARE THE RESPONSIBUTY OF THE 1. Aluminum panel skin is Alloy 3105 - H14/1425 and Is 0.024 thick min, CONTRACTOR OF RECORD 2, Panel Core Foam is Preformed Expanded Polyaterene Board (EPS). F. Sealant ., 1. All sealant conforms to TT - 8 - 001543 - A, TT - S - 002306, ASTM C - 920 Type S, Grade NS, Class Sealant to be used for structural adhesion t to prevent water Intrusion, �� rn ygy�v G. Gaskets ., 1. All gaskets are co -extruded and are non-mieratory. _ H. Fasteners 1, All lag bolts shall conform to stainless steel type 300 10 - 8, with standard flat washer unless manufacturer galvanized bolts specifies for use with AGQ pressure treated wood 2. Hex bolts has be ASTM A325, plated with standard flat washers and nuts 3. All concrete screws shall be 14" x 2 16" min., Simpson, HIIti, Rawl, Tapcon, Redhead, Dynabolt, or approved equal 4. All metal ties and associated accessories shall be hot dipped galvanized 5. All lag bolts shall have a minimum embedment of Sx bolt diameter Into structural framing (G - .42 min.) 6, Lag bolts and screws Into wood framing shall be provided with pilot holes having a diameter not greater than 10 percent of the thread diameter of the bolt or screw. All lag bolts and TYP. NEWELL P06T screws shall be InsertedIn pilot holes by turning and under no circumstances by driving with a hammer. PRE-MANIIF. YIELDE6 EASE 1. All expansion anchors shall be designed in accordance with the speelfic manufacturers requirements ATTACH MANUF. S. SPECS. shall and allowable loads and only be applied In conditions lone acceptable to manufacturer w/ V M LAG BOLT ANCHORS -/ EMIB®. INTO WOOD BEAM S. All fasteners connecting aluminum components or pressure treated lumber are stainless steel type 300 18 - 8 unless manufacturer galvanized bolts specifies for use with ACQ pressure TYP, 3/4" T t G PLYWOOD SHEATHING treated wood, or otherwise noted on plane TYP. (2) 2 x 12 FLITCH BEAM 9. All fasteners shall comply with ASTM A153 ADDITIONAL 10, All connectors shall comply with ASTM A653 Class G - 18 2 x 12 NAIL9Q AS NEEDED 1 * ALL POST CONNECTIONS NAILER TO EXTEND MIN. 12" I. Site Preparation PAST EA POST BASE ATrCHMENT 1, Foundation syateme must be placed on clean, compacted, CONNECT To BEAM (a) ROWS of w/ 16D NAILS * 3" FROM EDGES termite -treated fill/aoil with vapor barrier. 4 6" 04. MAX TYP. 4 x 4 PT POST 2, Existing Foundation, footing and slab If noted on the POST CONNECTION DETAIL Floor Plan have been evaluated t found acceptable for this application, NOT TO SCALE J. Reference Standards: ASTM E 119... ASTM E 1300... ASCE 1-10.., AAMA/NPEA 2100-02 i 3.0: Use and occupancy category 2 TYPE 1 STANDARD ALUMINUM MAXI -RAIL DESIGNEI 4.0; All fenestration products comply TO WITHSTAND 2OQLSS OF LATERAL LOAD Ali wall and roof panels and assemblies comply 6,0: Doe& not apply to category 2 1.0: All applicable provisions comply AW E0TTOM"L ATTACtED 4TSAO-HNO ETW!(2)#1N3:i' PICKET SIZE AND SPA( A L LOW PA$SAGE OF A ' RESISTANT;SCAEVVS PER FSC R212 K. Florida Product Approvals (provided by contractor): "SEE PRODUCT APPROVAL AFFIDAVIT" POST 5`0,40,Max All listed product approvals have been reviewed TYPICAL and accepted by the engineer of record, L. DESIGN LOADS: This structure has been designed In accordance with, t meets 36" the requirements of the Florida Building Code, Residential MIN, 2014 5th Edition t Amendments t ASCE 1-10 per Section R301.2,1,1, t all applicable Sections of R301 design criteria. Design Criteria: - Design Balcony / Deck Load: - - 'ROP ANED IaOTCpM RAIL ATTACHED Dead Load: 15 PSF PWT SASt.. TO NEvML POST OR STftucMRAL POSTPERPLAN WTH t atz xs_} ys Live Load: 40 PSF COMCCTIOW DETAV ANGLE WR2iEACH FLAWE*titX4`TEKS. Wind Velocity (ULT): 165MPH (3 sec gust) Exposure: C Rlsk Category: II Building Height: C 30' Mean Roof Height: (15, Enclosure Type: Sunrooms - Enclosed Max Components and Cladding Pressures: Worst Case Wall Zone 5: +34.1/-40,6 p&f M. Abbreviations The following list of abbreviations Is not intended to represent all those used on these drawings, but to supplement the more common abbreviations used: TYP. - Typical SIM. - Similar UNO. - Unless Noted Otherwise CONT. - Continuous V.I.F - Verify In Field N. Responsibility 1, All site work shall be performed by a licensed contractor in accordance with applicable building codes, local ordinances, etc. 2. Contractor shall verify all dimensions and details, notifying engineer of any discrepancies between drawings, fabricated items, or actual field conditions 3. These drawings represent the acceptability of the "Sunroom" room addition elements as provided by the contractor 4. All detail» on these drawings are engineered based on information provided by the contractor 5, Refer to the manufacturers shop drawing for further details 6. Any details not shown are to be engineered In accordance with standard engineering Practices. O. Miscellaneous I. This structure conforms with Catagory II Sunroom requirements. 2: Catagory II Sunrooms per AAMA/NPEA/NSA 2100-02 Section 1.0 General Requirements for Sunrooma Subnote 1.1 Electrical Requirements Subnote 1.11 : (Egress Lighting required only) Subnote 1.1.2 : Exceptions: Category II Sunroome are exempt from requirements for receptacle outlets. THESE ITEMS BELOW ARE SHOWN FOR CLARITY ONLY ALUM. SAFETY RAILING- TREX DECKING \2 x 4 PT WEEPERS is MAX 16" O,C. PEEL t STICK -�-' WATERPROOFING SYSTEM \3/4" t t Ca PLYWOOD 2 x 8 PT RAFTER a MAX 16" o.c. (2) 2 x 12 PT FLITCH BEAM \4x4PTGOL,- w/ STUCCO WRAP \ \ ATTACi44ENT TO BE itiADE AT UNDERSIDE OF RAa JOB SPECIFIC NOTES GENERAL NOTES I: CON UCTION TO FOL LOW LLOW THE REQUIREMENTS OF THE FLORIDA BUILDING COD E 2014 5 TH EDITION t WIND CRITERIA PER ASCE 1-10. 2: NO DRESS OPENINGS FROM ANY BEDROOM / SLEEPING ROOM 14AS BEEN COMPROMISED BY PROPOSED SUNROOM 3: ELEVATIONS ARE REPRESENTATIVE ONLY SUNROOM CATEGORY "Ii" REQUIREMENTS I PER AAMA/NPEA/NSA 2100-02 THIS STRUCTURE MEETS CATEGORY "II" REQUIREMENTS CATEGORY "II" SUNROOMS PER AAMA/NPEA/NSA 2100-02 SECTION 1,0 GENERAL REQUIREMENTS FOR SUNROOMS SUBNOTE 1.1 ELECTRICAL REQUIREMENTS SUBNOTE 1.1.1 : (EGRESS LIGHTING REQUIRED ONLY) SUBNOTE 1.1.2 : EXCEPTIONS: CATEGORY II SUNROOMS ARE EXEMPT FROM REQUIREMENTS FOR RECEPTACLE OUTLETS. ELECTRICAL NOTES I: ANY ECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2011 NATIONAL ELECTRIC CODE t CONFORM WITH THE FBG t ALL LOCAL CODES. 2: ALL EILECTRIC COMPONENTS SHALL BE TIED TO EXISTING ELECTRIC SERVICE t PANEL SPARES I 3. PLACEMENT OF ALL ELECTRIC COMPONENTS BY LICENSED ELECTRICAL CONTR ACTOR 4. EGRESS LIGHT REQUIREMENT: (NEW LIGHT t SWITCH OR EXISTING LIGHT OR SOLAR POWERED LIGHT MAY BE USED) 5, ENGINEER OF RECORD NOT RESPONSIBLE FOR ELECTRICAL WORK. 2 IFACTURED PRE-ENGINEERED ALUM, SAFETY RAILING BY :AIL INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS PiCKET SPACING, HEIGHT, DESIGN LOAD REQUIREMENTS. PER ALL APPLICABLE FBC 2014 5TH ED. CODES INCLUDING (R312.1, R301.5) 1411 (2) ANCHOR CLUSTER - MAX 4" SPACING 5 MAX O.C. O MEETING RAIL FOR NON -IMPACT (4) NCI-IOR CLUSTER FOR IMPACT MAX fi } p` �} 1 1 1 1 Av r 5" MAX 13 1/4" MAX LZ5 MAX ANCHORS SAME AS HEAD REQUIRED ® SILL ANCHORS - 0I2 SMS OR EQUAL INTO 1/0" 6063-T5 ALUM MIN. PROVIDE 5 PITCHES MIN, PAST THREAD PLANE TYP. HRZ. WINDOW ANCHOR DETAIL NITS TYP. ANCHOR INFO FOR FIXED GLASS »I2 SMS OR EQUAL INTO 1/9" 6063-T5 ALUM MIN, PROVIDE 5 PITCHES MIN, PAST THREAD PLANE 1/4" TAPCONS INTO CONCRETE MIN. 1 1/4" EMBED 6" MAX FROM CORNERS t 12" MAX O.G. FRAME HEAD / SILL / JAMBS TYP. ANCHOR INFO FOR SLIDING GLASS DOOR *14 SMS OR EQUAL INTO 1/8" 6063-T5 ALUM MIN. STRUCTURE t 0I2 SMS OR EQUAL INTO 1/8" ALUM MULLIONS MIN. PROVIDE 5 PITCHES MIN. PAST THREAD PLANE 1/4" TAPCONS INTO CONCRETE MIN, 1 1/4" EMBED TYP, ANCHORS IN PAIRS - 6" MAX FROM CORNERS t 18" MAX O.C, a FRAME HEAD / SILL t 13 3/4" MAX O,C, JAMBS TREX DECKING TO BE INSTALLED PER MFG w/ (2) » 10 DECK SCREWS INTO EA SLEEPER OR w/ MFG HIDDEN CONNECTORS SLEEPERS TO BE SCREWED is EA ENO t CENTER w/ (1) 2 1/2 »IO SCREW OVER MODIFIED BITUMEN TAR PATCH ON TOP OF DECK WATERPROOFING SYSTEM i TREX PECKING INSTALLED OVER ALUM. SAFETY RAILING 2 x 4 PT SLEEPERS *MAX 16" O.G, OVER PEEL t STICK WATERPROOFING SYSTEM OVER 3/4" T t G PLYWOOD SHEATHINS NAILED w/ Sp RING SHANK NAILS 4" ON EDGE t 6" IN THE FIELD DRIP t0 2 x 8 RAFTERS a 16" O.C. EDGE % / / / // / AND STORY/ RESIDENCE CONNECT RAFTERS TO BEAM t (2) 2 x 12 PT FLITCH BEAM TO LEDGER w/ SIMPSON HUS28 CONNECTED TO POST FILL ALL HOLES w/ 100 1 I/2 NAILS - I w/ (2) SIMPSON MSTA 18 STRUCTURAL SEALANT t OR FLASHING ALL i wFILL I 1/2"OLES EE TO BE APPLIED AS NDED DI NAILS WL T FOR WATERPROOFING (2) 2 x 10 P7 LEDGER BEAM '.4"1 q DIAMETER CONNECT TO STRUCTURE w/ (2) 3/8" WEDGE ANCHORH 4 x 4 PT COL. w/ STUCCO FINIS BOLTS a 24" O.C. CONNECTED TO CONCRETE MIN. 4" EMBED EMBED w/ SIMPSON STRONG TIE EXISTING CONCRETE ABU 44 POST ANCHOR SLAB t FTG w 4b ANCHOR BOLT 6 EMBED, TO REMAIN W li" x 2" WASHER t w (12) 16D NAILS TO 4 x 4 PT POST BALCONY / DECK SECTION NOT TO SCALE CUSTOM TRANSOM; EXISTING 2 STORY TO REMAIN SIDE ELEVATIONS SCALE: 1/4" - 1'-O" BALCONY / DECK TO HAVE A MIN. PITCH ALL EXPOSED WOOD TO OFI 1/4" PER FOOT HAVE A STUCCO WRAP FINISH "n- ?�1 SEE PRODUCT APPROVAL / NOA FOR TYP. CONNECTIONS FOR OPENINGS APPLY STRUCTURAL SEALANT AS NEEDED FOR WATERPROOFING F-- - - - - - - - - - - CONNECTiON TO STRUCTURE w/ (U 1/4" x 2 1/2" LAG -BOLTS w/ WASHER ON EA SIDE OF UPRIGHT a 2" MAX t MAX 16" O,G, BETWEEN *14 x 3/4"j TEK SCREW SOLID PANEL 1 e 12" O,C, (TYP.) SILL 11 FILLER T 11 AS NEEDED (4) *14 x 3/4" STRUCTURAL APPLY BEAD TEK SCREWS SEALANT TYP (2) EA SIDE o _ BTM OF PANEL - - - - (TYP.) MULLION MULLION 14 x 3/4" TEK SCREW a 16" O,G. " STAGGERED (TYP.) I U FIXED I (TYP.) 0I2 S,T,GLASS IF NOTED PER N,O.A.II I rN SEE PLAN I MULLION t CLIP I 014 x 3/4" TEK SCREW a 16" O,C, STAGGERED (TYP.) I _ 0I2 S.T.S. FF\-PERN.O.A. I SLIDER I r I I OR WINDOW TF_�L_7 -I-�k_T �® l P SEE I L/ " I FLOOR 1 11 . ; PLAN LLI" (TYP.) I *12 S.T.B. - -. PER N.O.A. *14 x 3/4" TEK SCREW MULLION is I6" O.C. STAGGERED (TYP.) SILL SOLID PANEL KICK APPLY BEAD, STRUCTURAL - SEALANT TYPO- - - - �I (4) 014 x 3/4" TEK SCREWS SILL (2) EA SIDE * \ BTM OF PANEL - (TYP.) OUTSIDE- - - EDGE SEE SILL CONNECTION DETAIL SUNROOM WALL SECTION NOT TO SCALE WALLS UNDER SUNROOM SYSTEM PORCH ENCLOSURE SOLARIUM PER AAMA/NPEA/NSA 2100-02 THIS STRUCTURE MEETS SUNROOM CATEGORY "II" REQUIREMENTS REPLACE EXISTING DAMAGED SCREEN -ROOM w/ SUNROOM 4 5ALCONY DECK ABOVE EXIOPENINGS TO REMAII 4STORY RESIDENCE /LIVING ROOM i �StIJDY/ EXISTING CONCRETE SLAB t 12" THICK FTG TO REMAIN TYPICAL ALUMINUM COL. SYMBOL KEY El 3 x 3 x .125 HOLLOW ALUMINUM © 2 x 3 x .125 HOLLOW ALUMINUM ❑c ■ 4 x 4 PT COL. (2) 2 x 12 Pt FLITCH BEAM e❑ (2) 2 x 10 PT LEDGER CONTRACTOR TO VERIFY EXACT WINDOq/ SIZE$ NON -HABITABLE UN-AIRCONDITIONED , + p ❑IO SL W +/- 5' 3" a c B SL W 5' 3" a C B SL W SL W 5' 3" B c 13+/- B MCI SL W FIXED CsLA66 7RANSOHO A4 3OVE ,ALL W INDOW 6 t DOORS -O" 6'-O" +/- 6'-011 +/- 30'-O" FLOOR PLAN SCALE: 1/4" - 1'-0" OUTSIDE FACE OF 114" x 2 1/211 FASTENERS EXISTING STRUCTURE / COLS. INTO EXISTING STRUCTURE a 16" O.C. MAX, VERTICALLY APPLY CAULKING BETWEEN SILL t WALL :;'°c;; ;_;:;:'•E _.•:: TAPCONS FOR CONC. / 014 x 3/4" TEK SCREWS` LAG -BOLTS w/ WASHER a RECEIVER CHANNEL ONLYN ? FOR WOOD FRAME t0 WALL PANEL •�+:sti L%s+J�,�v--�tn. a MAX 12" O,C, VERT, PLAN VIEW .090" RECEIVER CHANN ATTACHMENT TO EXISTING STRUCTURE FOR SOLID PANEL NOT TO SCALE 1/4" x 2 1/2" FASTENERS OUTSIDE FACE OF INTO EXISTING STRUCTURE EXISTING STRUCTURE + W' O.C. MAX. VERTICALLY APPLY CAULKING BETWEEN SILL t WALL A OR B *14 x 3/4" TEK SCREWS * RECIEVER CHANNEL ALUM COL TO COLUMN 12" O,C. VERT. /RELIEVER CHANNEL (2) 014 x 3/4" TEK SCREWS WALL PANEL PLAN VIEW / WINDOW a 16" O.C. a RECIEVER - �- - INSIDE ROOM CHANNEL TO COLUMN GABLE ATTACHMENT TO EXISTING STRUCTURE INSIDE ROOM (3) 014 x 3/4" TEK SCREWS WALL EACH SIDE OF COLUMN PANEL 0. fL SEE SILL U 3" x 3" x 0.125" U CONNECTION ALUMINUM,--:)ZO -_ % FOR DETAIL PLAN VIEW (3) *14 x 3/4" TEK SCREWS CONT, 1.5" x 3" x .055" A� CLIP TO COLUMN EXTR'D ALUMINUM SILL TYP 3" ALUM. COL. CONNECTIONS NOT TO SCALE PLAN VIEW WIN, INSIDE ROOM CONT. 1.5" x 3" x ,055" TYP' (3) 014 x 3/4" EXTR'D ALUMINUM TEK SCREWS SILL BELOW CLIP TO COLUMN MULLION CLIP TYP (3) 014 x 3/4" TEK 3" x 3" x 0.125" % SCREWS SILL t0 ALUMINUM OUT SIDE CORNER COL. WALL OF COLUMN PANEL TYP. 3" ALUM. CORNER COL. CONNECTION AT SILL NOT TO SCALE INSIDE TAPCON SCREWS * 2" MIN OF ' t ANCHOR BOLTS * 3" MIN ROOM FROM CONCRETE EDGE I SILL CONNECTION TO CONCRETE MIN. (1) 3/8" x 2 1/2" TAPCON SCREWS MIN. ON EA SIDE OF UPRIGHT a 2" MAX t MAX 12" O.C. BETWEEN - OR - (1) 3/8" x 3 3/4" ANCHOR BOLT ON EA SIDE OF UPRIGHT * 2" MAX UNIT WIDTH / LENGTH 4 MAX 16" O.C. BETWEEN SILL TO CONCRETE SLAB CONNECTION DETAIL NOT TO SCALE PRODUCT APPROVAL SUBMITTAL AFFIDAVIT THE FOLLOWING PRODUCTS WiLL BE THE THOMA RESIDENCE l INSTALLED IN THE STRUCTURE LOCATED AT: 15S PEPPER LANE JENSEN BEACH, FL 34951 PRODUCT PROD. DESIGN PRODUCT PRESSURES APPROVAL MANUF, MODEL Of SLIDING GLASS POOR +16 -85.0 PSF LAWSON 9200 IMPACT FL 15441.4 HRZ. WINDOW +/- SO PSF LAWSON HS 8100 IMPACT FL 154215.3 FIXED WINDOW */- 18.0 PSF LAWSON 4200/6200 IMPACT FL 15429.2 MULLIONS +/- 54 PSF LAWSON I x 3 IMPACT Alum. NOA 11-0222.13 STRUCTURAL + 43 -10 PSF ELITE 3" x 0.o32"x 2» Eime IMPACT FL 12225.1 WALL / KICKS Aluminum Compo*1te Panel ROOFING N/A POLYGLASS POLYGLASS NOA 11-0614.22 UNDERLAYMENT USA INC POLYSTICK TU PLUS I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THE STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY THE CURRENT CODE PROVISIONS, AS SIGNED, SEALED t DATED HERE,,, Y PERMIT MI112-O 162 127PerMIttInq SEE REVISION PER FE PLAN REVIEW COMMENTS i ST. Lucie Q 00 cn C a 4 cn w M � O � m Q� T� �CnU V �O`np� W C4 Ln ✓�„ ;4 a � aH LU f- in � �m LU I � LL 1Uj L U +»- '� � LI-L V LUwwnn LU I mILU,�nF L O U_ a Copyright 2011 All rights reserved. 2/23/115 JOB * 11116 DATE : 12/1/11 SHEET