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2633 Vineyard Cir 09-97 (a)Y i, � �, � i 29"x42" MIRROR LU F F VSB30 eHALL BATH Al 1/4„ 1'-0' 3' — 0i" 6'-82[ 3'-4" 101—Of 29"x42" MIRROR I AV !171[1 VSB30 4 HALL BATH #2 Al 1/4" = V-0' VSB30 AD28 VSB30 eMASTER BATH VANITY 1/4" = V-0' i i +V I I I � I I —5j" RECESS AT STUD SPACE �s l DRYER VENT DETAIL 6j�J 1/4" = V-0' STUDS 016" OR 24" 0. C. -SOLID BLOCK 0 24" AFF -- -4" DRYER VENT TO OUTSIDE BOTTOM ® 4" BELOW BLOCKING BASE BOARD I I II I II ii 39" REF II ii SPACE II I I II I I I `J------� II II I O (V � A II _ m I D1 z 0 N W o z � Q 3J" WALLCN SMOOTH BAR DBL S N K M O B 15 SB36 DW i Q0 I. it I bN ® ® -� r- N o I� �I W1530 W4830 SMOOTH DETAIL rA_--� SCALE: 3/8" = V 0" A KITCHEN LAYOUT 3/8" = 1'-0' COPYRIGHT 2008 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc. The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws. 48" STRIP LAV 88"x42" MIRROR LAV REV DATE DESCRIPTION BY APP. ®® 01OCT04 INITIAL RELEASE PD i KNEE SPACE E112 SEE REVISION SHEET PD MB ARCHITECTURAL VSB30 AD28 VSB30 eMASTER BATH VANITY 1/4" = V-0' i i +V I I I � I I —5j" RECESS AT STUD SPACE �s l DRYER VENT DETAIL 6j�J 1/4" = V-0' STUDS 016" OR 24" 0. C. -SOLID BLOCK 0 24" AFF -- -4" DRYER VENT TO OUTSIDE BOTTOM ® 4" BELOW BLOCKING BASE BOARD I I II I II ii 39" REF II ii SPACE II I I II I I I `J------� II II I O (V � A II _ m I D1 z 0 N W o z � Q 3J" WALLCN SMOOTH BAR DBL S N K M O B 15 SB36 DW i Q0 I. it I bN ® ® -� r- N o I� �I W1530 W4830 SMOOTH DETAIL rA_--� SCALE: 3/8" = V 0" A KITCHEN LAYOUT 3/8" = 1'-0' COPYRIGHT 2008 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc. The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws. CITY OF SANFORD Mercedes MASTER REVISIONS PACE DELUXE C LAKE SMART INTERIOR DETAILS REV DATE DESCRIPTION BY APP. Q1 01OCT04 INITIAL RELEASE PD MB 03 1 1 JAN06 SEE REVISION SHEET PD MB ARCHITECTURAL START REVISIONS SERVICES REV I DATE I DESCRIPTION I BY APP. 0 JDDMMMYYJ ISSUED FOR CONSTRUCTION I ??? ??? CITY OF SANFORD Mercedes HOMES PACE DELUXE C LAKE SMART INTERIOR DETAILS FISHER RODRIGUEZ RE IDENCE SCALE (UNO): 1/4" = 1'-O" CDS k ORL-000424-08 SHEET: DI DRAWN BY PROD. DEV. SCT # PRE Q.S. WALLS: T CHECKED BY MASTER a PROD. DEV. QS_271904BL-Q2 MERCEDES ARCHITECTURAL AND ENGINEERING SERVICES 6905 North Wickham Road Suite #401 Melbourne, FL 32940 Phone: (321) 259-6972 __ ... ___ _. _ .�..0 . �. �. - �_ ..�,..._ ...�.._. _..._. VENT 2 TUB"' PLUMBING 171IS'7R (N.T.S.) 26JAN05 PACE MANOR DLX. 2710PR_L 0. WEATHER HEAD 2" PVC OFFSET WITH (3) #4/0 THHN ALUMINUM 200 AMP PANEL 2001AMP 4/0 ALUMINUM SERVICE CABLE 2" IMC OR GRG WITH WITH (3) #4/0 THHN ALUMINUM METER #4 COPPER GROUND PER NEPA 70 ARTICLE 250.52(A)(3): GROUNDING AND BONDING ABOVE GROUND ELECTRICAL RISER PACE DELUXE @ LAKE SMAR_( T SMOKE DETECTOR ELECTRICAL LOAD CALCULATIONS DATE DESCRIPTION 2719 SQUARE FEET (x3) VOLT-AMPERES: 8.16 KVA 2 SMALL APPLIANCE CIRCUITS (1,5 KVA EACH) 3.00 KVA LAUNDRY CIRCUIT MB 1.50 KVA RANGE (AT NAME PLATE RATING) SEE REVISION SHEET 12.00 KVA 1 WATER HEATER (4.5 KVA EACH) 4.50 KVA 1 CLOTHES DRYER (5,0 KVA EACH) LIGHT FIXTURE 5,00 KVA 1 REFRIGERATOR (1.5 KVA EACH) DATE 1.50 KVA 1 DISHWASHER (1.2 KVA EACH) APP. 1.20 KVA 1 DISPOSAL (1,5 KVA EACH) ISSUED FOR CONSTRUCTION 1,50 KVA IRRIGATION PUMP MOTOR RECESSED CAN 1.20 KVA MISC 1,20 KVA P❑❑L HEATER 110 V OUTLET 10.00 KVA POOL PUMP 1.20 KVA TOTAL OF CONTRIBUTING CIRCUITS PROOF FIXTURE 51,96 KVA FIRST 10.0 KVA @ 100% 10,00 KVA REMAINDER @ 40% ( 41.96 x 0.4) 16.78 KVA HEAT @ 65% (20,0 x 0,65) 13.00 KVA 'TOTAL LOAD CALCULATIONS 39.78 KVA LOAD ( 39.78 KVA DIVIDED BY 240 V) 165.77 AMP MINIMUM SERVICE REQUIRED DIRECT WIRE 200.00 AMP 200 AMP PANEL 2" PVC OFFSET - WITH (3) #4/0 THHN ALUMINUM 4/0 ALUMINUM SERVICE CABLE rC. O METER 4 COPPER 2" PVC WITH (3). #4/0 THHN ALUMINUM GROUND PER NFPA 70 ARTICLE 250.52(A)(3): GROUNDING AND BONDING UNDERGROUND ELECTRICAL RISER COPYRIGHT 2008 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc. The reproduction or unauthorized useof these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws. ELECTRICAL NOTES: * (5) CEILING FAN PREWIRES * (3) CABLE TV PREWIRES * (2) TELEPHONE PREWIRES * (2) COACH LIGHT PREWIRES * (2) LIGHTING FIXTURES OVER KIT. ISLAND * ROYAL WHIRLPOOL JETTED TUB ELEGEND,dwg EXHAUST VENT NOTE: OIJUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER), NOTES TO PLUMBER: 1. PLUMBING SHALL COMPLY W/FBC 2004 PLUMBING CODE. 2, WATER HEATER SHALL HAVE PAN AS REQUIRED, AND RELIEF VALVE TO BE PIPED OUTSIDE WITHOUT TRAPPING. 3. CLEANOUTS SHALL BE PROVIDED @ BASE OF STACK & 0 4'-0" AFF IN LAUNDRY ROOMS. NOTES TO ELECTRICIAN: 1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NEPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 5 ELECTRICAL DESIGN SHALL COMPLY WITH THE EDITION OF THE NEC AS ADOPTED BY THE FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE MASTER REVISIONS SMOKE DETECTOR �D REV DATE DESCRIPTION BY APP. 01 01OCT04 INITIAL RELEASE PD MB Q3 11JAN06 SEE REVISION SHEET PD MB 3 -WAY SWITCH START REVISIONS LIGHT FIXTURE REV DATE DESCRIPTION BY APP. 0 DDMMMYY ISSUED FOR CONSTRUCTION ??? I ??? ELECTRICAL NOTES: * (5) CEILING FAN PREWIRES * (3) CABLE TV PREWIRES * (2) TELEPHONE PREWIRES * (2) COACH LIGHT PREWIRES * (2) LIGHTING FIXTURES OVER KIT. ISLAND * ROYAL WHIRLPOOL JETTED TUB ELEGEND,dwg EXHAUST VENT NOTE: OIJUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER), NOTES TO PLUMBER: 1. PLUMBING SHALL COMPLY W/FBC 2004 PLUMBING CODE. 2, WATER HEATER SHALL HAVE PAN AS REQUIRED, AND RELIEF VALVE TO BE PIPED OUTSIDE WITHOUT TRAPPING. 3. CLEANOUTS SHALL BE PROVIDED @ BASE OF STACK & 0 4'-0" AFF IN LAUNDRY ROOMS. NOTES TO ELECTRICIAN: 1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NEPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 5 ELECTRICAL DESIGN SHALL COMPLY WITH THE EDITION OF THE NEC AS ADOPTED BY THE FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE CD SMOKE DETECTOR �D DETECTOR RE IDENCE SCALE (UNO); CDS # SHEET; 1/4" = 1'-0" EXAUST FAN SWITCH SCT PRE Q.S. WALLS: CHECKED BY MASTER # PROD. DEV. WALL MOUNTED 3 -WAY SWITCH LIGHT FIXTURE SWITCH CEILING MOUNTED 4 -WAY LIGHT FIXTURE DIMMER SWITCH RECESSED CAN LIGHT FIXTURE 110 V OUTLET RECESSED VAPOR PROOF FIXTURE SWITCHED OUTLET FLUSH MOUNTED n LIGHT FIXTURE 220 V OUTLET 220 PENDANT LIGHT DIRECT WIRE Y FLOODLIGHT TV JACK -H FLOURESCENT PHONE JACK PH> LIGHT CEILING FAN SPEAKER PREWIRE SPM-- PREWIRE ONLY CITY OF SANFORD 0 Mercedes HOMES PACE DELUXE C LAKE SMART ELECTRICAL PLAN FISHER RODRIGUEZ RE IDENCE SCALE (UNO); CDS # SHEET; 1/4" = 1'-0" ORL-000424-08 DRAWN BY PROD. DEV. SCT PRE Q.S. WALLS: CHECKED BY MASTER # PROD. DEV. QS-271904BL-Q2 MERCEDES ARCHITECTURAL AND ENGINEERING SERVICES 6905 North Wickham Road Suite #401 Melbourne, FL 32940 Phone: (321) 259-6972 I L---1-------------� COPYRIGHT 2008 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc. The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws. ELEGEND,dwg EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF, 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER), NOTES TO PLUMBER: 1, PLUMBING SHALL COMPLY W/FBC 2004 PLUMBING CODE, 2. WATER HEATER SHALL HAVE PAN AS REQUIRED, AND RELIEF VALVE TO BE PIPED OUTSIDE WITHOUT TRAPPING. 3, CLEANOUTS SHALL BE PROVIDED O BASE OF STACK & Q 4'-0" AFF IN LAUNDRY ROOMS. NOTES TO ELECTRICIAN: 1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4, USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 5 ELECTRICAL DESIGN SHALL COMPLY WITH THE EDITION OF THE NEC AS ADOPTED BY THE FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND Mercedes MASTER REVISIONS CD SMOKE DETECTOR REV DATE DESCRIPTION BY APP. Q1 01OCT04 INITIAL RELEASE PD MB Q3 11JAN06 SEE REVISION SHEET PD MB WALL MOUNTED START REVISIONS LIGHT FIXTURE REV I DATE DESCRIPTION BY APP. 0 IDDMMMYYI ISSUED FOR CONSTRUCTION ??? ??? ELEGEND,dwg EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF, 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER), NOTES TO PLUMBER: 1, PLUMBING SHALL COMPLY W/FBC 2004 PLUMBING CODE, 2. WATER HEATER SHALL HAVE PAN AS REQUIRED, AND RELIEF VALVE TO BE PIPED OUTSIDE WITHOUT TRAPPING. 3, CLEANOUTS SHALL BE PROVIDED O BASE OF STACK & Q 4'-0" AFF IN LAUNDRY ROOMS. NOTES TO ELECTRICIAN: 1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4, USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 5 ELECTRICAL DESIGN SHALL COMPLY WITH THE EDITION OF THE NEC AS ADOPTED BY THE FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND Mercedes CARBON MONOXIDE CD SMOKE DETECTOR �D DETECTOR SCALE (UNO)t 1/4" = V-0" CDS # ORL-000424-08 SHEET: �f 1�1�1 DRAWN BY PROD. DEV. SCT # PRE Q.S.WALLS; EXAUST FAN CHECKED BY SWITCH PROD. DEV. QS-271904BL_Q2 I�YILdA MERCEDES WALL MOUNTED 3—WAY SWITCH LIGHT FIXTURE 6905 North Wickham Road CEILING MOUNTED 4—WAY SWITCH LIGHT FIXTURE DIMMER SWITCH �11) RECESSED CAN LIGHT FIXTURE 110 V OUTLET RECESSED VAPOR PROOF FIXTURE SWITCHED OUTLET FLUSH MOUNTED LIGHT FIXTURE �J 220 V OUTLET 220E@ � PENDANT LIGHT -tPr DIRECT WIRE FLOODLIGHT TV JACK -H FLOURESCENT PHONE JACK PH> LIGHT CEILING FAN SPEAKER PREWIRE SPM— PREWIRE ONLY CITY OF SANFORD Mercedes HOMES PACE DELUXE @LAKE SMART ELECTRICAL PLAN FISHER RODRIGUEZ RESIDENCE SCALE (UNO)t 1/4" = V-0" CDS # ORL-000424-08 SHEET: �f 1�1�1 DRAWN BY PROD. DEV. SCT # PRE Q.S.WALLS; —b �q CHECKED BY MASTER # PROD. DEV. QS-271904BL_Q2 I�YILdA MERCEDES ARCHITECTURAL AND ENGINEERING SERVICES 6905 North Wickham Road Suite #401 Melbourne, FL 32940 Phone: (321) 259-6972 MERCEDES ARCHITECTURAL AND ENGINEERING SERVICES 6905 NORTH 1VICKHAb4 ROAD SUITE #401 MELBOL�RNE, FLORIDA 32940 PHONE: (321)-259-6972 GENERAL VALLEY NOTES: (1) RAFTERS TO BE 2x4 SPACED 24" O.C. UP TO 8', USE 2x6 UP TO 12' LENGTH. (2) RAFTER LENGTHS (FROM RIDGE TO CLEAT) OVER 12'-0" TO HAVE (2x4) COLLAR TIE, OR KICKER, AT 1/2 RAFTER SPAN (UP TO 24'-0" MAX RAFTER LENGTH). (3) RIDGE BOARD SHALL BE 2x6 MIN, FOR 2x4 RAFTERS, & 2x8 MIN. FOR 2x6 RAFTERS. (4) ATTACH RAFTERS 4' OR LONGER TO RIDGE BOARD AND CLEAT USING (1) USP RT7 CONNECTOR, NAILED WITH (10) 8d x 1-1/2" NAILS, ALL OTHERS TOE -NAIL WITH 0.131 x 3" GUN NAILS. (5) ALL CONVENTIONAL FRAMING LUMBER (AKA: KDV) IS SPF STUD GRADE OR BETTER, COLLAR TIE (AS REQUIRED, SEE NOTE 2). USP THD26 FASTENED TO PEAK OF PREVIOUS TRUSS. (1) RT7A 0 EA END OF �� TRUSSES BELOW LONG FRAMING MEMBER. (SEE NOTE #4.) (5) 10d GUN NAILS EACH END. (2)20 CLEAT UNDER VALLEY FRAMING ANCH TO EA TRUSS BELOW W/ (4) 0.131 x 3" GUN NAILS FOR VALLEY RAFTERS 6' AND LESS. OVER 6' USE 12" STRAP. IF CLEAT IS OVER SHEATHING & VALLEY RAFTER IS OVER 6' LONG, USE (1) 3/8" x 4" LAG SCREW W/ 1" WASHER PER TRUSS OR CUT SLOT & WRAP 12" STRAP (ANY MFGR) AROUND TRUSS BELOW, FILL ALL HOLES W/ 8d x 1-1/2" NAILS (MIN.), SPACED (2) TRUSSES MAX, APPLY 6" WIDE - STRAIGHT FLASH 1x6 PT BUCK ATTACHED WITH CASE HARDENED NAILS PER INST. DETAIL DRAWING TEXTURED CEMENT PLASTIC "J" BRICK MOULD i 3/160 TAPCON SPACED PER DOOR MANUFACTURER TEXTURED CEMENT - (BEYOND) JAMB 3/160 TAPCON - SPACED PER DOOR MANUFACTURER PLASTIC "J" FLUSH WITH EDGE OF BRICK MOULD (CAULK JOINT) SILL SEALANT 1501 VALLEY FRAMING DETAIL ZV SCALE; NTS 7J" CMU FILLED CELL711 •'• e . e DRYWALL 1x4 PT FURRING CORNER BEAD SHIM 1/4" MAX DOORSTOP TO BE DETERMINED BY DIVISION A WALL JAMB APPLY 6" WIDE STRAIGHT FLASH AT A DOOR JAMB PERIMETER TO EXTERIOR WALL (PER MFG INSTALLATION 7J„ REQUIREMENTS) CMU FILLED CELL a 1x4 PT FURRING DRYWALL A A ®0 DRYWALL RETURN BASE BOARD 4 OUTSWING DOOR SILL Q'=O"FFE_® -v B SLAB RECESS 5J" B DOOR STYLE B SILL JAMB AS SELECTED B CMU OUTSWING DOOR JAMB DETAILS )922 (FLUSH WITH EXTERIOR WALL) SCALE: NTS DRYWALL FRAME WALL 2" 1 1/2" MIN. FF :;.::• r GARAGE FLR; _ GARAGE LIP DETAIL. GRGLIP 30OCT06 SCALE: NTS 8d FULL HEAD RING Mercedes SHANK GUN NAILS ® 4" PACE DELUXE C)LAKE SMART -8d FULL HEAD RING OC WITHIN 48" OF ENDS, DATE SHANK GUN NAILS @ GABLES, & RIDGES 6" OC THEREAFTER 1•I LI II Q1 I•I I'I � i LI II LI I•I :I I' I•I " OSB OR CDX MIN SPAN I• PLYWOOD CLIPS (1) RATING 24/16 (SHINGLE); PLY -CLIP EVENLY SPACED 32/16 (TILE) DO NOT OVER BETWEEN TRUSSES (MIN) DRIVE NAILS ZONE TYPICAL NAILING SCHEDULE NAILSCHED.dwg 23OCT07 JAP SCALE: NTS WATERBARRIER.dwg WATER BARRIER NOTE:1z°cT°' SECS FRAME EXTERIOR WALLS AND GABLE END TRUSSES APPLY PAINT/SEALANT ON TEXTURED CEMENT APPLIED TO LATH OVER ONE LAYER OF AN APPROVED WATER RESISTANT BARRIER OVER AN APPROVED HOUSE WRAP PER FBC R703.6.3 VALLEYS FLASHED PER R905.2.8.2 7/16" OSB TYVEK (DRAINAGE PLANE) - PAPER BACKED WIRE LATH 7/8" MIN TEXTURED CEMENT FINISH FLASHING/CONTROL JOINT MEMBRANE BRIDGE FLASHING 1/2" MIN TEXTURED CEMENT FINISH 0821 CONTROL JOINT BLOCK SECTION zaocToSCALE: NTS CANDC.dwg Mercedes COMPONENTS , AND CLADDING WIND LOAD (ROOF ANGLE: 10 TO 30 DEGREES) PACE DELUXE C)LAKE SMART ENGINEERING SHEET ter 28MAR05 DATE WIND AREA SQ FT BY APP. Q1 BASIC WIND SPEED INITIAL RELEASE PD _. 120 MPH B C1 C2 130 MPH C1 C2 140 MPH B C1 _ - C2 ZONE 1 10.0 +14,9 -23.7 +18.0 -28,7 +20.1 -32.0 +17.5 ':-27.8 +21.2 -33.6 +23.6 -37.5 +20.3 -32.2 +24.6 -39.0 +27,4 -43.5 +13,6 -23.0 +16.5 -27,8 +18,4 -31.1 +16,0 -27,0 +19.4 -32.7 +21.6 -36.5 +18.5 -31.4 +22.4 -38.0 +25.0 -42.4 1 20.0 +18.0 -60.6 +20.1 -67.6 :+17,5 -58.7 +21.2 -71.0 +23.6 -79.2 +20.3 -68.1 +24.6 -82.4 +27.4 2 10.0 +14.9 -50.1 2 20.0 +13.6 -45,4 +16,5 -54.9 +18.4 -61.3 !+16.0 `-53.3 +19.4 -64.5 +21.6 -72.0 +18.5 -61.8 +22.4 -74.8 +25_0 -83.4 +18.0 -60.6 +20.1 -67.6 417.5 -58.7 +21.2 -71.0 +23.6 -79.2 +20.3 -68.1 +24.6 -82.4 +27_4 _91.9 3 10.0 +14,9 -50.1 3 20.0 +13.6 -45.4 +16,5 -54.9 +18.4 -61.3 +16.0 -53.3 +19.4 -64.5 +21.6 -72.0 +18.5 -61.8 +22.4 -74,8 +25.0 `83.4 NOTE: C1 USES 1.21 ADJUSTMENT COEFFICIENT FOR 4 STORY EXPOSURE; C2 USES 1.35 ADJUSTMENT COEFFICIENT FOR 2 STORY EXPOSURE FOUNDATION NOTES: FOUND.dwg GENERAL NOTES: 24JAN06 1, IF A TERMITE CHEMICAL BARRIER IS TO BE APPLIED IT SHALL BE PER FBCR 2004, SECTIONS 1503.6, R320, & 2304 AND A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPT. BY A LICENSED PEST CONTROL COMPANY PER SECT 105.1. 2. A/C COMPRESSOR LOCATION MAY VARY; FIELD LOCATE PER SURVEY. 3. SEE FLOOR PLAN FOR PLACEMENT OF VERTICAL REINFORCEMENT. WEDGE ANCHOR I.L.O. J -BOLT NOTE: A 1/2" DIA x 10" LONG MINIMUM WEDGE ANCHOR MAY BE USED IN LIEU OF 1/2" DIA J -BOLTS. ANCHORS TO BE LOCATED NO CLOSER THAN 2" TO EDGES AND 6" FROM CORNERS AND ENDS, USE APPROVED EPDXY SYSTEM AT CONCRETE EDGES, DOWEL ROD NOTE: (IF APPLICABLE) WHERE SHOWN ■ OR • ON PLAN THERE IS A VERTICAL #5 (f'c=3000 psi MINIMUM). DOWEL ROD REPAIR NOTE: IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM VERTICAL STEEL LOCATIONS, DRILL 6" INTO CONCRETE (3" FROM EDGES f5/8" AND 4" FROM ENDS OF CAP WALLS), REMOVE DUST PER MANUFACTURER'S INSTRUCTIONS AND USE 2 PART EPDXY TO ANCHOR #5 REBAR IN PLACE. USE SIMPSON EPDXY-TIE OR EQUAL EPDXY ADHESIVE DESIGNED" FOR CONCRETE. FOUNDATION LOAD CAPACITY NOTE: THE FOUNDATION DESIGN SHALL HAVE A MINIMUM LOAD CAPACITY OF 2000 PSF WITH A MINIMUM OF 95% OF MODIFIED PROCTOR PER ASTM D 1557, IN THE EVENT THE SOIL BEARING CAPACITY FALLS BELOW THE AFOREMENTIONED MINIMUM, THIS FOUNDATION PLAN MAY BE SUPERSEDED BY AN ENGINEER IN SPECIALIZED FOUNDATION DESIGN. FOUNDATION NOTES: 1. USE 3-1/2" THICK SLAB (MIN) OVER CLEAN, TERMITE TREATED, COMPACTED FILL AND 6 MIL POLYETHYLENE VAPOR BARRIER. SUBTERRANEAN TERMITE POST-TREATMENT MAY BE BORACARE APPLIED TO GROUND FLOOR WOOD SURFACES; ILO SOIL TREATMENT. 2. USE A MIN OF 1-1/2 lbs OF FIBERMESH PER YARD IN SLAB, 3. CONCRETE COMPRESSIVE STRENGTH SHALL BE 2500 psi. 4. ALL REBAR SHALL BE GRADE 40. 5• MINIMUM REBAR COVERAGE IS 3" IN FOOTERS AND 1-1/2" IN WALLS. 6, REBAR OVERLAP SHALL BE 40 BAR DIAMETERS, (25" FOR #5 BARS). 7. FOR INSIDE CORNER OF SLAB ADD (2) #4 x 36" BARS DIAGONALLY 12" APART 2" FROM CORNER AND PLACED WITHIN UPPER THIRD OF SLAB, STRUCTURAL NOTES: STRUCT.dwg SHEAR WALL NOTES: 24MAR06 GSW1 STUDS: A) FOR SHEARWALLS, BLOCKING IS REQ'D AT ALL SHEATHING EDGES BETWEEN STUDS, B% SPACING AT 24" ON CENTER (MAXIMUM). C) FOR MINIMUM SPECIES AND GRADE SEE GENERAL NOTES. D SHEARWALL ENDS SHALL BE DOUBLE STUDDED. THIS MAY BE A COMPOSITE OF A FULL JACK AND STUD OR A COMBINATION OF CORNER STUDS. GSW2 STRUCTURAL WALL SHEATHING: MINIMUM 15/32" CDX PLYWOOD OR 7/16" APA APPROVED O.S.B, GSW3 NAILING SCHEDULE: USE 8d GUN NAILS AT THE FOLLOWING SPACING: 6" ON CENTER THROUGHOUT (UNO) GSW4 -DENOTES SHEAR WALL LOCATION A) LENGTHS SHOWN ARE THE MIN. LINEAL FEET OF SHEAR WALL REQUIRED. B) IF THERE IS NO SHEAR WALL DENOTED ON FLOOR PLAN THEN ALL BEARING EXTERIOR FRAME WALLS GREATER THAN 16" IN LENGTH ARE REQUIRED TO BE CONSTRUCTED AS SHEAR WALLS. (SEE SHEARWALL FRAMING SPECS DETAIL). GSW5 INTERIOR SHEAR WALLS SHALL USE 7/16" O.S.B. SHEATHING NAILED WITH 8d GUN NAILS AT 6" ON CENTER THROUGHOUT UNO WITH A J -BOLT, WEDGIT, OR A HTT22 REQUIRED AT ENDS UNLESS FRAME WALL TO BLOCK CONNECTION IS AVAILABLE. PROVIDES 197 plf IN GROUP III SPECIES FRAMING). GSW6 ALL EXTERIOR BLOCK WALLS BETWEEN OPENINGS WITH DOWNPOURS AT EACH END ARE SHEAR WALLS. GSW7 ALL EXTERIOR POURED CONCRETE WALLS ARE SHEAR WALLS. STRUCTURAL NOTES: G1 DESIGN PARAMETERS: DESIGN LOADS: UNLESS NOTED OTHERWISE (UNO) IN SPECIFIC NOTES ROOF LOADS: LIVE LOAD (LL); 20psf (25% DURATION INCREASE) DEAD LOAD (DL): 17psf SHINGLE; 25psf TILE WIND CALCS: DEAD LOAD (DL); 10.2psf SHINGLE; 15psf TILE (60% DURATION INCREASE) FLOOR LOADS: DL: 15psf; LL: 40psf (0% DURATION INCREASE) BALCONY: DL: 15psf; LL: 40psf FOR 1 & 2 FAMILY DWELLINGS ALL ELSE 60psf STAIRS: DL: 15psf; LL: 40psf FOR 1 & 2 FAMILY DWELLINGS ALL ELSE 100psf G2 MINIMUM LUMBER SIZES, SPACES, GRADES, AND SPECIES (UNO) A) INTERIOR NON-BEARING WALLS: 2x4 STUDS AT 24" ON CENTER. SPRUCE -PINE -FIR (SPF) GRADED LUMBER (OR BETTER) OR METAL STUDS. CRIMPER MAY BE USED IN LIEU OF SCREWS FOR METAL STUDS, B) FRAME BEARING WALLS: SPF #2 (MIN) 2x4 STUDS 0 16" 0/C TO 10, USE 2x6 & MID HT BLOCKING BETWEEN STUDS OVER 10' UNO. C) HEADERS: SYP, GR 2, (2) 202 W/ 1/2" SOLID SPCR LINO ON PLAN OR DETAILS. NAIL PLIES W/ 10d 0 Y 0/C EDGES & 6" FIELD. G3 HEADERS MAY BE CUT OR NOTCHED AT THE ENDS ONLY. OTHERWISE THEY SHALL NOT BE REDUCED IN STRENGTH. G4 LUMBER EXPOSED TO WEATHER OR CONTACTING CONCRETE SHALL BE PRESSURE TREATED (PT). G5 FRAMING CONTRACTOR IS RESPONSIBLE FOR TEMPORARY BRACING DURING ERECTION OF TRUSSES AND FOR ALL PERMANENT BRACING PER BCSI-B1 SUMMARY SHEET. G6 TILE ROOF USE 30# DRY IN, 90# FELT & HOT MOP W/ SCREW DOWN INSTALLATION PER ROOF TILE INSTITUTE SYSTEM TWO LINO, INSTALL TILE ROOF SYSTEM IN ACCORDANCE WITH FRSA/TRI PER FBC 1507.3.7 & FBCR 905.3. G7 GALV (26 Go MIN) OR ALUM FLASHING SHALL BE USED AT GUTTERS, WALL & ROOF INTERSECTIONS, ROOF SLOPE CHANGES, & ROOF OPENINGS, G8 ONLY SHINGLES & FASTENERS FROM BLDG DEPARTMENT'S LATEST APPROVED ROOF COVERING MFGR'S LIST (IF APPLICABLE) SHALL BE USED, ANCH W/ (6) 7/8" MIN LENGTH ROOFING NAILS W/ .413" DIA HEAD PER SHINGLE. G9 REBAR IS GRADE 40 UNO ON PLAN, PLACEMENT IS PER TYP WALL SECT & PLAN. G10 ALL COEFFICIENTS AND CALCULATIONS ARE PER THE LATEST EDITION OF ASCE 7 AS ADOPTED BY THE FBCB. G11 ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS LINO AND ALL CONNECTORS SHALL BE NAILED PER MANUFACTURER'S SPECS, G12 EXTERIOR CEILING MATERIAL WILL BE 1/2" GYPSUM SOFFIT BOARD AS A MINIMUM WHICH CAN PROVIDE FULLY ENCLOSED STRUCTURAL INTEGRITY, G13 OVERLAP DOUBLE TOP PLATES 24" AND ANCH WITH 10d AT 16" O.C. WITH (3) 10d's AT CORNERS. COPYRIGHT 2008 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc. The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws. CONFORMS T0: FBU`R 2004 120 M.P.H. C EXPOSURE (IMPORTANCE FACTOR ONE) TYPE V -B CONSTRUCTION DESIGN MEETS FBCR 2004 INCLUDING 2005 AND 2006 FBCR SUPPLEMENTS FULLY ENCLOSED BUILDING NOTE: DESIGN SHALL MEET INTERNAL PRESSURE COEFFICIENT OF 1,18 FOR FULLY ENCLOSED (CONDITION 1) BUILDING. WNDWi0L.dwg WINDOW TOLERANCE NOTE: zISEP07 A MAXIMUM OF 1/4" TOLERANCE ON EACH SIDE OF ROUGH OPENING PER MANUFACTURER'S SPECS, FLOOOZONE.dwg FLOOD ZONE NOTE: 07SEP05 IN A FLOOD ZONE: ALL ELECTRIC -PLUMBING -A/C -WATER HEATERS WILL BE PLACED ABOVE BFE• RECESSED SHOWERS SHALL BE ABOVE FLOOD ELEVATION. GARAGE DOORS SHALL HAVE VENTS AT THE BOTTOM TO PROVIDE HYDROSTATIC RELIEF UNO. BLRDNOTE.dwg BOLLARD NOTE: 13MAY08 36"H x 3"0 STEEL BOLLARD TO BE LOCATED IN FRONT OF AHU AND/OR WATER HEATER. LNTLNOTE.dwg LINTEL NOTE: (IF REQD) 20SEP04 (1) #5 REBAR SHALL BE ADDED TO ALL PRECAST LINTELS. #) - INDICATES AN EXTRA #5 IS TO BE ADDED TO THE BOND BEAM TOP COURSE OVER SPECIFIED OPENINGS. FLRNOTEO.dwg FLOOR PLAN NOTES: 28SEP07 1, ALL KITCHEN WALLS CONTAINING WALL CABINETS SHALL BE FRAMED AT 16" ON CENTER. 2, AN 8" BOND BEAM IS USED WITH (1) #5 IN TOP COURSE, 3. FOR MECHANICAL INSTALLATION, ALL TAPES, CONNECTORS, AND MASTIC SHALL BE UL LISTED. 4. ALL INTERIOR & GARAGE GYP CEIL BIRD IS 1/2" SAG RESISTANT, SCREWED 0 12" 0/C. USE 5/8" TYPE X ACROSS FRAMING, SCREWED 6" /C, @ GARAGE CEILING UNDER HABITABLE SPACE. USE 1/2" GYP BIRD (MIN) ON GARAGE FRAME WALLS, USE 20 MIN RATED DOOR & FRAME TO GARAGE, 5. MECHANICAL UNIT AND DUCT WORK IN GARAGE SHALL COMPLY WITH R309 OF 2004 FBCR. NOTE TO BUILDER: ALLOWABLE TOLERANCE SPACING AS FOLLOWS: J -BOLT.......................... f 2" O.C. DOWNPOURS .................. t 8" O.C. CITY OF SANFORD Mercedes MASTER REVISIONS PACE DELUXE C)LAKE SMART ENGINEERING SHEET REV DATE DESCRIPTION BY APP. Q1 01OCTO4 INITIAL RELEASE PD MB 03 11JAN06 SEE REVISION SHEET PD MB MERCEDES START REVISIONS ARCHITECTURAL REV I DATE DESCRIPTION BY I APP. 0 IDDMMMYYI ISSUED FOR CONSTRUCTION ??? ??? CONFORMS T0: FBU`R 2004 120 M.P.H. C EXPOSURE (IMPORTANCE FACTOR ONE) TYPE V -B CONSTRUCTION DESIGN MEETS FBCR 2004 INCLUDING 2005 AND 2006 FBCR SUPPLEMENTS FULLY ENCLOSED BUILDING NOTE: DESIGN SHALL MEET INTERNAL PRESSURE COEFFICIENT OF 1,18 FOR FULLY ENCLOSED (CONDITION 1) BUILDING. WNDWi0L.dwg WINDOW TOLERANCE NOTE: zISEP07 A MAXIMUM OF 1/4" TOLERANCE ON EACH SIDE OF ROUGH OPENING PER MANUFACTURER'S SPECS, FLOOOZONE.dwg FLOOD ZONE NOTE: 07SEP05 IN A FLOOD ZONE: ALL ELECTRIC -PLUMBING -A/C -WATER HEATERS WILL BE PLACED ABOVE BFE• RECESSED SHOWERS SHALL BE ABOVE FLOOD ELEVATION. GARAGE DOORS SHALL HAVE VENTS AT THE BOTTOM TO PROVIDE HYDROSTATIC RELIEF UNO. BLRDNOTE.dwg BOLLARD NOTE: 13MAY08 36"H x 3"0 STEEL BOLLARD TO BE LOCATED IN FRONT OF AHU AND/OR WATER HEATER. LNTLNOTE.dwg LINTEL NOTE: (IF REQD) 20SEP04 (1) #5 REBAR SHALL BE ADDED TO ALL PRECAST LINTELS. #) - INDICATES AN EXTRA #5 IS TO BE ADDED TO THE BOND BEAM TOP COURSE OVER SPECIFIED OPENINGS. FLRNOTEO.dwg FLOOR PLAN NOTES: 28SEP07 1, ALL KITCHEN WALLS CONTAINING WALL CABINETS SHALL BE FRAMED AT 16" ON CENTER. 2, AN 8" BOND BEAM IS USED WITH (1) #5 IN TOP COURSE, 3. FOR MECHANICAL INSTALLATION, ALL TAPES, CONNECTORS, AND MASTIC SHALL BE UL LISTED. 4. ALL INTERIOR & GARAGE GYP CEIL BIRD IS 1/2" SAG RESISTANT, SCREWED 0 12" 0/C. USE 5/8" TYPE X ACROSS FRAMING, SCREWED 6" /C, @ GARAGE CEILING UNDER HABITABLE SPACE. USE 1/2" GYP BIRD (MIN) ON GARAGE FRAME WALLS, USE 20 MIN RATED DOOR & FRAME TO GARAGE, 5. MECHANICAL UNIT AND DUCT WORK IN GARAGE SHALL COMPLY WITH R309 OF 2004 FBCR. NOTE TO BUILDER: ALLOWABLE TOLERANCE SPACING AS FOLLOWS: J -BOLT.......................... f 2" O.C. DOWNPOURS .................. t 8" O.C. CITY OF SANFORD Mercedes HOMES PACE DELUXE C)LAKE SMART ENGINEERING SHEET FISHER RODRIGUEZ RE IDENCE SCALE (UNO): CDS # SHEET: NOT TO SCALE ORL-000424-08 DRAWN BY PROD. DEV. SCT PRE Q.S. WALLS: CHECKED BY, MASTER PROD. DEV. QS-271904BL-Q MERCEDES ARCHITECTURAL AND ENGINEERING SERVICES 10- - 8 6905 North Wickhom Road STEPI E. KAST R P.E. Suite #401 CENSE # 39528 Melbourne, FL 32940 Phone: (321) 259-6972 OR STRU AL CERTIFICATION ONLY 8d GUN NAILS 8d GUN NAILS 8d GUN NAILS 8d GUN NAILS AT 4" 0/C AT 4" 0/C AT 4" 0/C AT 6" 0/C THEREAFTER 2x4 GABLE X—BRACING COMMON 12" MAX AT 6' 0/C TRUSS—TYP. GABLE END TRUSS L—BRACE WEBS OVER 6'-0" HIGH (3) 1 O GUN NAILS USP LSTA18 TYPICAL 0 48 O/C 10d GUN NAILS 1/2" GYPSUM AT 12" 0/C CEILING BOARD 10d GUN NAILS SEE TYPICAL WALL AT 12" 0/C 1201E GABLE END DETAIL 21APR06 SCALE: NTS 8d GUN NAILS 8d GUN NAILS Sd GUN NAILS 8d GUN NAILS AT 4" 0/C AT 4" 0/C AT 4" O/C AT 6" 0/C THEREAFTER 2x4 GABLE X -BRACING COMMON 'Ll 2" MAX AT 6' O/C TRUSS-TYP, GABLE END TRUSS — L-BRACE WEBS OVER 6'-0" HIGH (3) 10d GUN NAILS 2x4 FLAT BLOCK TYPICAL AT 48" 0/C ANCH W/ (2) 1 O GUN NAILS PER CONN. I 2x4 NAILER- ATTACH 1/2" GYPSUM W/ (2) 10d GUN NAILS CEILING BOARD A I 1/2" SHEATHING W/ 8d GUN NAILS AT 4" 0/C • I USP HTA16 SPACED 24" O/C (STAGGERED) PLACE ONE INSIDE AT 48" 0/C AND ONE OUTSIDE AT 48" 0/C - SEE GABLE END ATTACHMENT DETAIL A DETAIL SCALE: NTS 1201 GABLE END DETAIL 1APR08 SCALE: NTS FIBERGLASS SHINGLES (6 NAILS EACH) OVER 15# CONDITION #2: FELT ON 7/16" OSB OR 1/2" CDX. ANCHOR W/ 1/2"0 LAGCREW W/ 2" 8d GUN NAILS AT 6" O/C, (UNO) PLACE MAXIMUM 2x4 BLOCK BETWEEN R-19 MIN INSULATION STUDS AT WASHER 0 24" 0/C OR OVER CONDITIONED SPACE TRUSS ANCHOR - SEE ANCHOR t2 16" O,C. SCHEDULE "No & STRAP FOR PRE -ENG TRUSS 0 24" 0/C ALUMINUM DRIP EDGE TO WALL W/ (7) 3/16'x2" TAPCONS & TO READ IF SHEATHING CO PLACE ONE INSIDE AT TWST STRAP & (4) 1/4"x2" IAPCONS, 48" O/C AND ONE STOPS 0 BOTT PLT 1/2" GYPSUM CEILING BOARD MINUM FASCIA OVER �' BOTTOM LINTEL COURSE WITH (1) #5 CONTINUOUS 2xNAILER BOARD AND #5 CORNER BARS WITH 25" TYPICAL PLATE 1/2" MINIMUM CONCRETE SLAB PLAN FOR SIZE AND REINFORCEMENT —.- REINFORCED WITH FIBERMESH ON OVERLAPS. FILL WITH 3000 psi PUMPMIX. PERFORATED ALUM, OR VINYL SOFFIT F TFLOOR CONCRETE F'c = 2500 psi 8" PRECAST LINTEL OVER ALL ZO WALL SECTION 040CT07 SCALE: NTS FROM EDGE OPENINGS WITH (1) #5 IN EACH EMBED, ANCH. TRUSS ZJ FULL STUD FNn HOI DOWN SEAL ALL OPENINGS AND CRACKS 1x4 PT BUCKS MIN ANCH TO 1/2"x4" (MIN) LAG SCREW W/ 2" WASH CMU W/ 1 3/8" T -NAILS OR 6d MID HEIGHT BLKNG FOR WALLS OVER 10' AFF UJ UJ CASE HRD GUN NAILS AT 6" 0/C o 1 PRECAST SILL N' OR 2x6 PT BUCKS MIN ANCH W/ I 3/16"00" TAPCONS 0 12" 0/C W/ REQ'D IF SHEATHING SEE CONN SCHED 1-1/4" MINUMUM EMBED, 6" MAX 3/4" PT FURRING STRIPS (TYP) w W/ R4 (MIN) INSULATION USI SPTH PER CONN, SCHED). EL.t 0'-0" 1/2" DRYWALL (TYPICAL) (1) #5 DOWEL 12" MINIMUM SERIES (TYP) EMBEDMENT AND 25" LAP -TYP L L L PT 2x4 CONT. L SEE FOUNDATION PLAN TEXTURED CEMENT II MAX, 6" NOTE: IF WALL IS NON BEARING, THEN UPLIFT CLIPS, STRAPS, OR SOT. PLT ANCHOR BOLTS ARE NOT REQUIRED. BASE BOARD CLEANOUT OPENING FOR EACH II GROUTED CELL TYPICAL FOOTER - SEE FOUNDATION I 3 1/2" MINIMUM CONCRETE SLAB PLAN FOR SIZE AND REINFORCEMENT —.- REINFORCED WITH FIBERMESH ON 6 mil M,S, OVER WELL COMP. SOIL CONCRETE F'c = 2500 psi 0101 TYPICAL WALL SECTION zzJUNoe SCALE: NTS 12" HOOK INTO TIE BEAM 1111 2ND FLOOR SHEARWALL FRAMING DETAIL "�� SCALE: NTS 8d GUN NAILS 8d GUN NAILS 8d GUN NAILS 8d GUN NAILS AT 4" 0/C AT 4" 0/C AT 4" 0/C AT 6" 0/C THEREAFTER 2x4 GABLE X -BRACING COMMON 12" MAX AT 6' 0/C TRUSS-TYP, GABLE END TRUSS L -BRACE WEBS OVER 6'-0" HIGH (3) 10d GUN NAILS 15/32" CDX OR TYPICAL 7/16" OSB, ANCH ILI 0 4'd GUN 0/C, NAILS I 5/8" GYPSUM I — — — — — — __J SOFFIT BOARD �BEAM & COLM (1) USP RT7A 0 EA BEYOND LIND TRUSS UNO 1221 ENTRY PORCH GABLE END 21APRos SCALE: NTS 3"0 GALV. PIPE FILLED W/CONC. 3 FEET ABOVE F.F 2 FEET BELOW F.F HH O I ia7 GARAGE BOLLARD DETAIL BOLLARD 24APRO6 SCALE: NTS A (1) #5 CONT. CENTERED 16" P.T. 2x8 FOR TORSION SPRING (AS REQUIRED) SE E ELEV.i I --it----- — — — — — — — — — — — o--.------------_ ----- ---I I I I (1) #5 CONT, I 1/2" 0 SCREW ANCHOR PT 2x6x16' ANCH W/ I I I iv 3 1/2" EMBEDMENT 1/4"0 x 2-3/4" N I I -H TAPCONS 0 24" 0/C H 00 00 1/2" 0 SCREW ANCHOR `N 3 1/2" EMBEDMENT I (REQUIRED ONLY FOR WINDLOAD POST) I ) I I P.T. 2x6x8' TYP. EACH END 1/2" 0 x 5" SCREW I I z ANCHOR (TYPICAL) z H (1) #5 CONT, II ao 00 FIR OUT WALL w II II li N FOR DRYWALL a NOTE: ATTACHMENT. > A 1/2" DIA x 6" LG. II II II (1) #5 CONT.— MIN, WEDGE ANCHOR OR II II J -BOLT MAY BE USED IN N I II II +I LIEU OF SCREW ANCH. {1 I II ------------------------------------------------ FOOTING AS PER FOUNDATION PLAN #5 DOWEL WITH 25" OVERLAP 1301 GARAGE GOAL POST iIJUN08 SCALE: NTS Z 0 w w CONDITION #1: REPAIR: STRAP IS 0" TO 3/8" AWAY FROM EDGE OF TRUSS, NO REPAIR NECESSARY. CONDITION #2: STRAP IS 3/8"" TO 1-1/2" AWAY FROM AT 48" 0/C ANCH. 1/2"0 LAGCREW W/ 2" REPAIR: PLACE MAXIMUM 2x4 BLOCK BETWEEN NAILS PER CONN, ' STUDS AT WASHER 0 24" 0/C OR HING FO PLIE SHEARWALL STRAP IS MORE THAN 1-1/2" AWAY FROMLLw 16" O,C. 0 EA. FLOOR TRUSS. ONLY & STRAP FOR LOAD PATH I) USP HTA16 SPACED 24" TO WALL W/ (7) 3/16'x2" TAPCONS & TO READ IF SHEATHING CO PLACE ONE INSIDE AT TWST STRAP & (4) 1/4"x2" IAPCONS, 48" O/C AND ONE STOPS 0 BOTT PLT OUTSIDE AT 48" O/C RIBBON TEXTURED CEMENT II BOTTOM PER CONN SCH I' I BOARD PAINT/SEALANT ON TEXTURED PLATE 1/2" MINIMUM CONCRETE SLAB PLAN FOR SIZE AND REINFORCEMENT —.- REINFORCED WITH FIBERMESH ON SHEATHING JOINTS 6 mil M.B. OVER WELL COMP, SOIL. F TFLOOR CONCRETE F'c = 2500 psi 0111 TYPICAL WALL SECTION 040CT07 SCALE: NTS FROM EDGE I ' EMBED, ANCH. TRUSS ALSO SEAS RVES FULL STUD FNn HOI DOWN 12" HOOK INTO TIE BEAM 1111 2ND FLOOR SHEARWALL FRAMING DETAIL "�� SCALE: NTS 8d GUN NAILS 8d GUN NAILS 8d GUN NAILS 8d GUN NAILS AT 4" 0/C AT 4" 0/C AT 4" 0/C AT 6" 0/C THEREAFTER 2x4 GABLE X -BRACING COMMON 12" MAX AT 6' 0/C TRUSS-TYP, GABLE END TRUSS L -BRACE WEBS OVER 6'-0" HIGH (3) 10d GUN NAILS 15/32" CDX OR TYPICAL 7/16" OSB, ANCH ILI 0 4'd GUN 0/C, NAILS I 5/8" GYPSUM I — — — — — — __J SOFFIT BOARD �BEAM & COLM (1) USP RT7A 0 EA BEYOND LIND TRUSS UNO 1221 ENTRY PORCH GABLE END 21APRos SCALE: NTS 3"0 GALV. PIPE FILLED W/CONC. 3 FEET ABOVE F.F 2 FEET BELOW F.F HH O I ia7 GARAGE BOLLARD DETAIL BOLLARD 24APRO6 SCALE: NTS A (1) #5 CONT. CENTERED 16" P.T. 2x8 FOR TORSION SPRING (AS REQUIRED) SE E ELEV.i I --it----- — — — — — — — — — — — o--.------------_ ----- ---I I I I (1) #5 CONT, I 1/2" 0 SCREW ANCHOR PT 2x6x16' ANCH W/ I I I iv 3 1/2" EMBEDMENT 1/4"0 x 2-3/4" N I I -H TAPCONS 0 24" 0/C H 00 00 1/2" 0 SCREW ANCHOR `N 3 1/2" EMBEDMENT I (REQUIRED ONLY FOR WINDLOAD POST) I ) I I P.T. 2x6x8' TYP. EACH END 1/2" 0 x 5" SCREW I I z ANCHOR (TYPICAL) z H (1) #5 CONT, II ao 00 FIR OUT WALL w II II li N FOR DRYWALL a NOTE: ATTACHMENT. > A 1/2" DIA x 6" LG. II II II (1) #5 CONT.— MIN, WEDGE ANCHOR OR II II J -BOLT MAY BE USED IN N I II II +I LIEU OF SCREW ANCH. {1 I II ------------------------------------------------ FOOTING AS PER FOUNDATION PLAN #5 DOWEL WITH 25" OVERLAP 1301 GARAGE GOAL POST iIJUN08 SCALE: NTS Z 0 w w CONDITION #1: REPAIR: STRAP IS 0" TO 3/8" AWAY FROM EDGE OF TRUSS, NO REPAIR NECESSARY. CONDITION #2: STRAP IS 3/8"" TO 1-1/2" AWAY FROM AT 48" 0/C ANCH. EDGE OF TRUSS, REPAIR: PLACE MAXIMUM 2x4 BLOCK BETWEEN NAILS PER CONN, ' TRUSS AND STRAP. BEND PER DETAIL SEE TRUSS ENGINEERING FOR AND NAIL 7-10d, CONDITION #3: STRAP IS MORE THAN 1-1/2" AWAY FROMLLw END T -BRACING DETAIL EDGE OF TRUSS. REPAIR: PER DETAIL SHOWN W/ USP RT16 ANCH I) USP HTA16 SPACED 24" TO WALL W/ (7) 3/16'x2" TAPCONS & TO 0/C (STAGGERED) - TRUSS PER MFGR SPECS. *MAY USE 16" PLACE ONE INSIDE AT TWST STRAP & (4) 1/4"x2" IAPCONS, STANDARD REPAIRS FOR STRAP MISALIGNMENT APPLIES TO MULTIPLES AND CONSECUTIVE TRUSSES, AND MAY BE USED ON EITHER SIDE OF WALL. STRAPRPR.DWG 15NOV07 SCALE: NTS GABLE END NOTE: GABLE END TRUSS CL OF GABLE TRUSS TRUSS STUDDED 24" 0/C FROM CENTER LINE TYPICAL CL "" rvolrni Ct. ad" NPIP&I �IT oa" TVPIC&I 3/4" PLYWOOD NOTE; RISERS AT 7 3/4" MAX & TREADS AT 9 NOSING UNO " MIN W/ 1®�� 1ti J' " irti FQ'0 FQ`O (3) 202 STRINGERS ANCH TO HDR AND PLATE W/ (1) USP RT7A EA. S ANCH, TO EA STUD W/ (2) 10d. MIN, 1 1/2" WALL PROTECT U14DER STAIR SURFACE W/ 1/2" GYPBOARD RETURN 0 TOP & BOTTOM OF NOTE: STAIRS 2x4 PLATE, ANCH TO (2) RISERS + (1) TREAD FLR W/ (2) CUT NAILS SHALL NOT BE LESS THAN CEMENT APPLIED TO LATH OVER 1225 GABLE END ATTACHMENT ONE BAYER OF AN APPROVED zuanos SCALE: NTS WATER! RESISTANT BARRIER OVER AN APPROVED HOUSE WRAP PER FBC R703.6.3 USE 8d GUN NAILS (2" x .113"0 MIN,) SPACED 6" 0/C. PLACE NAILS 3/8" MIN, FROM EDGES & 2" MIN FROM CORNERS, PROVIDES 200 plf OF SHEAR STRENGTH, 1pl7/16" OSB SHEAR SPECIFICATIONS 21APR06 SCALE: NTS 8" BOND BEAM r-#5 CONT. FOR 1x6 MIN PT ' BUCKS USE 6d CASE HRD GUN NAILS 0 6" 0/C. FOR 2x6 MIN BUCKS USE 3/16"0 x 3" TAPCONS AT 12" 0/C WITH 1-1/4" MIN EMBED. EA. DOWNPOUR TO HAVE #5 VERT, STEEL WITH 12" HOOK. FOR 8'-0" WALL USE 7'-8", FOR 9'-4" WALL USE W-0" ETC. CELL FILLED SOLID CLEAN OUT --, ACCESS HOLE 0902 DOOR SLIDER BUCK AND REBAR DETAIL SCALE: NTS 7/16" OSB OR 15/32 CDX ANCH W/ 8d GUN NAILS 0 6" 0/C UNO. EXTEND OSB OVER FLOOR TRUSS- -OR USE 1/2" DIA LAG SCREW EA. FLOOR TRUSS (OR 24" 0/2 AT 2 1/4" FROM OUTSIDE EDGE (PER CONNECTOR SCHEDULE) 1403 STAIR DETAIL zzuumn SCALE: NTS (MIN) INSULATION OVER OVER AIR CONDITIONED SPACE. PRE-ENGINEERED TRUSS AT 24" 0/C. 1/2" GYPSUM CEILING BOARD DOUBLE 2x TOP PLATE HEADER PER OPENING SIZE WINDOW PER PLAN a C; SEAL ALL OPENINGS AND CRACKS MARBLE SILL 4 1/2- DRYWALL (TYPICAL) I v u. 2x4 STUDS'AT 16" 0/C. R-11 INSULATION 3/4" T & G DECKING ANCHORED WITH GLUE AND Bd RING SHANK GUN NAILS AT 6" O.C. (2) 1 O NAILS AT EACH TRUSS — --� TRUSS ANCHOR- SEE CONNECTOR FLOOR TRUSS OR FLOOR SCHEDULE JOIST (PER PLAN) 1/2" GYP CEIL BRD LINO LINTEL COURSE WITH (1) #5 CONTINUOUS AND #5 CORNER BARS WITH 25" TYPICAL INOVERLAPS. FILL WITH 3000 psi PUMPMIX. —S" U -SHAPED PRECAST LINTEL OVER ALL z FIBERGLASS SHINGLES (6 NAILS EACH) OVER 15# 2x4 FLAT BLOCK FELT ON 7/16" OSB OR 1/2" CDX. ANCHOR W/ AT 48" 0/C ANCH. 8d GUN NAILS AT 6" 0/C. (UNO) W/ (2) 10d GUN NAILS PER CONN, ' �t — TRUSS ANCHOR -SEE ANCHOR V,,M SEE TRUSS ENGINEERING FOR SCHEDULE II// T -BRACING REFER TO GABLE I END T -BRACING DETAIL CONCRETE F'c = 2500 psi PROVIDED WITH TRUSS ENG, 3/4" P.T. FURRING STRIPS (TYPICAL) Ld I) USP HTA16 SPACED 24" ALUMINUM DRIP EDGE 0/C (STAGGERED) - � PLACE ONE INSIDE AT 1 /2" DRYWALL (TYPICAL) 48" O/C AND ONE ALUMINUM FASCIA OVER OUTSIDE AT 48" O/C 2x NAILER TEXTURED CEMENT II PERFORATED ALUM, CLEANOUT OPENING FOR EACH II OR �INYL SOFFIT GROUTED CELL PAINT/SEALANT ON TEXTURED CEMENT APPLIED TO LATH OVER 1225 GABLE END ATTACHMENT ONE BAYER OF AN APPROVED zuanos SCALE: NTS WATER! RESISTANT BARRIER OVER AN APPROVED HOUSE WRAP PER FBC R703.6.3 USE 8d GUN NAILS (2" x .113"0 MIN,) SPACED 6" 0/C. PLACE NAILS 3/8" MIN, FROM EDGES & 2" MIN FROM CORNERS, PROVIDES 200 plf OF SHEAR STRENGTH, 1pl7/16" OSB SHEAR SPECIFICATIONS 21APR06 SCALE: NTS 8" BOND BEAM r-#5 CONT. FOR 1x6 MIN PT ' BUCKS USE 6d CASE HRD GUN NAILS 0 6" 0/C. FOR 2x6 MIN BUCKS USE 3/16"0 x 3" TAPCONS AT 12" 0/C WITH 1-1/4" MIN EMBED. EA. DOWNPOUR TO HAVE #5 VERT, STEEL WITH 12" HOOK. FOR 8'-0" WALL USE 7'-8", FOR 9'-4" WALL USE W-0" ETC. CELL FILLED SOLID CLEAN OUT --, ACCESS HOLE 0902 DOOR SLIDER BUCK AND REBAR DETAIL SCALE: NTS 7/16" OSB OR 15/32 CDX ANCH W/ 8d GUN NAILS 0 6" 0/C UNO. EXTEND OSB OVER FLOOR TRUSS- -OR USE 1/2" DIA LAG SCREW EA. FLOOR TRUSS (OR 24" 0/2 AT 2 1/4" FROM OUTSIDE EDGE (PER CONNECTOR SCHEDULE) 1403 STAIR DETAIL zzuumn SCALE: NTS (MIN) INSULATION OVER OVER AIR CONDITIONED SPACE. PRE-ENGINEERED TRUSS AT 24" 0/C. 1/2" GYPSUM CEILING BOARD DOUBLE 2x TOP PLATE HEADER PER OPENING SIZE WINDOW PER PLAN a C; SEAL ALL OPENINGS AND CRACKS MARBLE SILL 4 1/2- DRYWALL (TYPICAL) I v u. 2x4 STUDS'AT 16" 0/C. R-11 INSULATION 3/4" T & G DECKING ANCHORED WITH GLUE AND Bd RING SHANK GUN NAILS AT 6" O.C. (2) 1 O NAILS AT EACH TRUSS — --� TRUSS ANCHOR- SEE CONNECTOR FLOOR TRUSS OR FLOOR SCHEDULE JOIST (PER PLAN) 1/2" GYP CEIL BRD LINO LINTEL COURSE WITH (1) #5 CONTINUOUS AND #5 CORNER BARS WITH 25" TYPICAL INOVERLAPS. FILL WITH 3000 psi PUMPMIX. —S" U -SHAPED PRECAST LINTEL OVER ALL z I I OPENINGS WITH (1) #5 IN EACH 0 (2) 2x8 FOR OPENINGS TO 5'-4"; ANCH. PER CONN. SCHED. (2) 2x10 FOR OPENINGS TO 6'-6"; 2) 2x12 FOR OPENINGS >6'-6" SE�EV LINO ON PLAN SEAL ALL OPENINGS AND CRACKS 1x4 PT BUCKS ANCH TO CMU W/ 1 3/8" T -NAILS OR 6d CASE LL HRD GUN NAILS AT 6" 0 C OR PRECAST SILL BY PRECAST MANUFACTURER vJ 2x6 PT BUCKS ANCH W/3/16°0 I x3" TAPCONS 0 12" 0/C W/ 1-1/4" CONCRETE F'c = 2500 psi MINUMUM EMBED. 3/4" P.T. FURRING STRIPS (TYPICAL) Ld SCALE: NTS WITH R4 (MINIMUM) INSULATION OVER � I I 1 /2" DRYWALL (TYPICAL) (1) #5 DOWEL 12" MINIMUM EA ENO OF HDR EMBEDMENT AND 25" LAP -TYP N TEXTURED CEMENT II BASE BOARD (TYPICAL) CLEANOUT OPENING FOR EACH II JACK STUD JACKS USE HORS FOR RS OVER 5'-4" LONG GROUTED CELL ---� TYPICAL FOOTER - SEE FOUNDATION3 1/2" MINIMUM CONCRETE SLAB PLAN FOR SIZE AND REINFORCEMENT —.- REINFORCED WITH FIBERMESH ON SHEATHING JOINTS 6 mil M.B. OVER WELL COMP, SOIL. FULL STUD CONCRETE F'c = 2500 psi 0111 TYPICAL WALL SECTION 040CT07 SCALE: NTS I I 1/2" DRYWALL (TYPICAL) (2) 2x8 FOR OPENINGS TO 5'-4"; ANCH. PER CONN. SCHED. (2) 2x10 FOR OPENINGS TO 6'-6"; 2) 2x12 FOR OPENINGS >6'-6" SE�EV LINO ON PLAN USP SPTH SEE CONN (TYP) SCHEDULE DATE I P.T. W000- CONTINUOUS 4E TYPICAL FOOTER- SEE FOUNDATION 0 PLAN FOR SIZE & REINFORCEMENT REINFORCED WITH FIBERMESH ON INITIAL RELEASE 6 mil M.B. OVER WELL COMP. SOIL MB CONCRETE F'c = 2500 psi ? 1/4"0,x2-3/4" SCREWS TAPCON 0 24" 0/C UN SCALE: NTS MB (2) USP MSTA24 W/ 18-10d x 1.5 (1) FRONT & (1) BACK START REVISIONS ARCHITECTURAL EA ENO OF HDR I DATE N BY FACE NAIL FULL STUD FACE NAIL FULL STUD TO JACK WITH 10d GUN NAILS AT 12" O.C. STAGGERED JACK STUD JACKS USE HORS FOR RS OVER 5'-4" LONG JACK STUD PT 2x ONLY FOR HORIZONTAL 0 USE (2) JACKS NAILS AT 12" O.C. SHEATHING JOINTS ¢ FULL STUD STAGGERED MIN 3/4" V-4" LONG FROM EDGE LU w FULL STUD 2x FRAMING SPF 1/2"x4" (MIN) LAG SCREW W/ 2" WASH MID HEIGHT BLKNG FOR WALLS OVER 10' AFF G #2 AT i6" 0/C USE 2x6 & MID HT BLKNG BTWN STUDS OVER 10' LINO (SEE PLAN) o 1 AT 24" O,C. (ONLY AS STRAP REQ'D IF SHEATHING SEE CONN SCHED 6" MAX USP SPTH USI SPTH PER CONN, SCHED). EL.t 0'-0" SERIES (TYP) L L L PT 2x4 CONT. L SEE FOUNDATION PLAN FOR WALLS RESISTING UPLIFT, USE 1/2"0 x 10"---Z48" MINIMUM J -BOLT OR WEDGE ANCHOR WITH 2"0 WASHER SPACED PER CONN SCHED; OTHERWISE USE SHOT NAILS OR CUT NAILS AT 24" O.C. MAX, 6" NOTE: IF WALL IS NON BEARING, THEN UPLIFT CLIPS, STRAPS, OR SOT. PLT ANCHOR BOLTS ARE NOT REQUIRED. 0801 BEARING FRAME BLOCK WALL DETAIL 20APFO6 SCALE: NTS " ANCHOR PER CONN, SCHED. ANCHOR PER CONN, SCHED,— (2) 1 O NAILS AT EACH TRUSS ANCHOR PER CONN, SCHED.— INTERIOR FRAME BEARING WALL TRUSS (TYPICAL) 1/2" GYPSUM CEILING BOARD DOUBLE 2z TOP PLATE Z O UJ a w — 1/2" DRYWALL (TYPICAL) N V) LU — 2x4 STUDS AT 16" O.C. — 3/4" T & G DECKING ANCHORED WITH GLUE AND 8d RING SHANK GUN NAILS AT 6" O.C. @E 6 FLOOR TRUSS OR FLOOR JOIST g (PER PLAN) 1/2" GYPSUM CEILING BOARD DOUBLE 2x TOP PLATE (2) 2x8 FOR OPENINGS TO 5'-4'; BLOCK DOWN AT 16" O.C. AS RECD 1/2" DRYWALL (TYPICAL) 1/2" DIA x 10" LONG ANCHOR BOLT (7" MINIMUM EMBEDMENT) AT 48" ANCH. PER CONN. SCHED. O.C, WITH 2" WASHERS (U.N.O.) REV DATE I P.T. W000- CONTINUOUS 4E TYPICAL FOOTER- SEE FOUNDATION 3 1/2" MINIMUM CONCRETE SLAB PLAN FOR SIZE & REINFORCEMENT REINFORCED WITH FIBERMESH ON INITIAL RELEASE 6 mil M.B. OVER WELL COMP. SOIL MB CONCRETE F'c = 2500 psi 0133 INTERNAL BEARING TWO STORY FRAME WALL 22JUN08 SCALE: NTS (2) 2x8 FOR OPENINGS TO 5'-4'; BLOCK DOWN AT 16" O.C. AS RECD (2) 200 FOR OPENINGS TO C-6"; FOR WALL/WINDOW HEIGHT (ADDITIONAL (2)ON ORgN OPENINGS >6'-6'; BLOCKING ABOVE HEADER IS ACCEPTABLE) UNOSHEATHING ACTS AS STRAP REV DATE I DESCRIPTION USP SPTH APP. (2) USP MSTA24 0 SERIES (TYP) INITIAL RELEASE EA END OHDR MB 03 11J4N06 SEE REVISION SHEET 18-10dx 1.. 5 NAILS MB MERCEDES START REVISIONS ARCHITECTURAL REV I DATE I DESCRIPTION BY FACE NAIL FULL STUD BLOCKING REQUIRED Z JACK STUD TO JACK W/ 10d GUN ONLY FOR HORIZONTAL 0 USE (2) JACKS NAILS AT 12" O.C. SHEATHING JOINTS ¢ FOR HDRS OVER STAGGERED MIN 3/4" V-4" LONG FROM EDGE LU FULL STUD W 1/2"x4" (MIN) LAG SCREW W/ 2" WASH �—SHEATHING ACTS AT 24" O,C. (ONLY AS STRAP REQ'D IF SHEATHING STOPS 0 BOTT PLATE USI SPTH PER CONN, SCHED). SERIES (TYP) FLOOR TRUSS—I 1/2" A -BOLT 0 24" 0/C UNO (OR USP HTA16 0 24" 0/C) & SHEARWALL ENDS AS APPLICABLE 0712 2nd FLOOR FRAMING DETAIL 20APRD8 SCALE: NTS COPYRIGHT 2008 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc. The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws. 2x4 WOOD FRAME WALL 0 24" O.C. (SEE FLOOR PLAN FOR HEIGHT) 3/4" T&G DECKING (NOTCH AROUND 2x4) (3) STAGGERED WS35 SCREWS (P 6" 0/C INTO TRUSS VERTICAL 2x4 BLOCKING IN BETWEEN STUDS 2x4 WOOD FRAME WALL 0 24 O.C. (SEE FLOOR PLAN FOR HEIGHT) 3/4" T&G DECKING (NOTCH AROUND 2x4) (3) STAGGERED WS35 SCREWS 0 6" 0/C INTO TRUSS VERTICAL FLOOR TRUSS PERPENDICULAR W/WALL 1/2" DRYWALL GUARD RAIL/HALF WALL ATTACHMENT 1644 TRUSS PERPENDICULAR W WALL 145EP06 SCALE: NTS CITY OF nX SANFORD Mercedes MASTER REVISIONS PACE DELUXE C"LAKE SMART STRUCTURAL DETAILS REV DATE I DESCRIPTION BY APP. Q1 01OCT041 INITIAL RELEASE PD MB 03 11J4N06 SEE REVISION SHEET PD MB MERCEDES START REVISIONS ARCHITECTURAL REV I DATE I DESCRIPTION BY APP. 0 IDDMMMYYI ISSUED FOR CONSTRUCTION ??? I ??? 2x4 WOOD FRAME WALL 0 24" O.C. (SEE FLOOR PLAN FOR HEIGHT) 3/4" T&G DECKING (NOTCH AROUND 2x4) (3) STAGGERED WS35 SCREWS (P 6" 0/C INTO TRUSS VERTICAL 2x4 BLOCKING IN BETWEEN STUDS 2x4 WOOD FRAME WALL 0 24 O.C. (SEE FLOOR PLAN FOR HEIGHT) 3/4" T&G DECKING (NOTCH AROUND 2x4) (3) STAGGERED WS35 SCREWS 0 6" 0/C INTO TRUSS VERTICAL FLOOR TRUSS PERPENDICULAR W/WALL 1/2" DRYWALL GUARD RAIL/HALF WALL ATTACHMENT 1644 TRUSS PERPENDICULAR W WALL 145EP06 SCALE: NTS CITY OF nX SANFORD Mercedes HOMES PACE DELUXE C"LAKE SMART STRUCTURAL DETAILS FISHER RODRIGUEZ RESIDENCE SCALE (UNO): CDS # SHEET: NOT TO SCALE ORL-000424-08 DRAWN BY PROD. DEV. SCT PRE Q.S. WALLS: CHECKED BY MASTER # PROD. DEV. QS-271904BL—Q2 MERCEDES ARCHITECTURAL AND ENGINEERING SERVICES 10- 6905 North Wickham Road STEPHE . KASTN P.E. Suite #401 NSE # P 9528 Melbourne, FL 32940 STRU L CERTIFICATION ONLY Phone: (321) 259-6972 i h.�� — _�_ ... _,: _.._�.. — �, ,�o,.-.,.w.�..+ ROOF TRUSS 'BJ3' QTY:2 F'T2 FLOOR TRUSS 'FT2' QTY: 10 FT4G FLOOR TRUSS 'FT4GH' QTY:1 ROOF TRUSS 'H131F' QTY:1 BJ3 _ _ P N -2-0 DEPTH:1 -4-0 E DATE: 08/14/08 SPAN:21 -10-8 DEPTH:1 -4-0 H 131 ILE DATE: 08/14/08 SPAN:40-0-0 DEPTH:6-10-3 FILE DATE. 08/14/08 SPAN;3 0 0 DEPTH:1 -10-3 FILE DATE: 08/14/08 S A .20 1 3 15 6 12 6F1 2 6 12 23 15 2 4 2 8 TRUSS REACTION SUMMARY BOC; CREATION DATE:10 02/2008 1 1;22:36am TRUSS REACTIONS ARE IN LBS ' FLOOR TRUSS FT1GE QTY:1 FT 1 G�ILE DATE: 08/14/08 SPAN:21-2-0 DEPTH:1-4-0 TRUSS REACTION SUMMARY [BOC:] CREATION DATE:10/02 2008 1 1;22:36om TRUSS REACTIONS ARE IN LBS TRUSS REACTION SUMMARY BOC: CREATION DATE: 10/02/2008 1 1:22:36am TRUSS REACTIONS ARE IN LBS TRUSS REACTION SUMMARY BOC:] CREATION DATE 10/02/2008 1 1:22:13am TRUSS REACTIONS ARE IN LBS FT4G FLOOR TRUSS 'FT4GE' QTY:1 ILE DATE: 08/14/08 SPAN:21-6-0 DEPTH:1-4-0 kw I H121 ROOF TRUSS 'H121' QTY:1 FILE DATE: 08/14/08 SPAN:40 -0-0 DEPTH:6-4-3 6 12 6 F172 fl 1 r ROOF TRUSS BJ1 QTY:2 BJ 1 FILE DATE: 08/14/08 SPAN:1-0-0 DEPTH:10-3 V 2 4 36 34 31 24 19 24 29 33 36 C5��t � JOIN) NU. z__ is GRAVITY (LBS) 1520 1520 UPLIFT (LBS) -1438^ 1438 1, J GRAVITY (LBS) 46 146 146 149 46 11 I . . 148 151 55 . .......... . 36 33 29 24 19 2 _ 8 ROOF TRUSS 'BJ3' QTY:2 F'T2 FLOOR TRUSS 'FT2' QTY: 10 FT4G FLOOR TRUSS 'FT4GH' QTY:1 ROOF TRUSS 'H131F' QTY:1 BJ3 _ _ P N -2-0 DEPTH:1 -4-0 E DATE: 08/14/08 SPAN:21 -10-8 DEPTH:1 -4-0 H 131 ILE DATE: 08/14/08 SPAN:40-0-0 DEPTH:6-10-3 FILE DATE. 08/14/08 SPAN;3 0 0 DEPTH:1 -10-3 FILE DATE: 08/14/08 S A .20 1 3 15 6 12 6F1 2 6 12 23 15 2 4 2 8 JOINT N0. 3 4 3 4 JOINT N0. 19 24 31 34 36 JOINT N0. 15 23 TOP CHORDS CONNECTED AS FOLLOWS; 2 x 4 - 1 ROW AT 0-9-0 OC. BOTTOM CHORDS CONNECTED AS FOLLOWS: JOINT N0. 19 24 29 33 36 GRAVITY (LBS) 49 146 146 148 56 JOIN) NU. z__ is GRAVITY (LBS) 1520 1520 UPLIFT (LBS) -1438^ 1438 JOINT N0. 2 2 GRAVITY (LBS) 46 146 146 149 46 GRAVITY (LBS) 66 151 148 151 55 GRAVITY (LBS) 107 17 19 UPLIFT (LBS) -214 -15 UPLIFT (LBS) -239 UPLIFT (LBS) -71 UPLIFT (LBS) UPLIFT (LBS) DDMMMYY1 ISSUED FOR CONSTRUCTION I ROOF TRUSS 'BJ3' QTY:2 F'T2 FLOOR TRUSS 'FT2' QTY: 10 FT4G FLOOR TRUSS 'FT4GH' QTY:1 ROOF TRUSS 'H131F' QTY:1 BJ3 _ _ P N -2-0 DEPTH:1 -4-0 E DATE: 08/14/08 SPAN:21 -10-8 DEPTH:1 -4-0 H 131 ILE DATE: 08/14/08 SPAN:40-0-0 DEPTH:6-10-3 FILE DATE. 08/14/08 SPAN;3 0 0 DEPTH:1 -10-3 FILE DATE: 08/14/08 S A .20 1 3 15 6 12 6F1 2 6 12 23 15 2 4 2 8 ' QTY:2 BJA ROOF TRUSS N:2- -0 F T2 C FLOOR TRUSS AN 22 82 0 DEPTH:1-4-0 ' QTY:2FT4H FILE DATE: 08/1FLO0R TRUSS 4/08 SAN 2 1-10-8 DEPTH:1-4-0 H 141 FILE DATE: 08/14/08ROOF USS SPAN:401 0-'0 VEPTH:7-4-3 FILE DATE. 09/24/08 SPAN.2 0 0 DEPTH.8 13 ILE DATE. 08/14/08 S _ 2.5 12 1 15 6 12 6F1_2 2 4 23 15 i 2 10 JOINT N0. 23 4 JOINT NO. 15 23 JOINT NO. 1 15 JOINT NO. _ 2 10 GRAVITY (LBS) 132 41 39 GRAVITY (LBS) 1369 1043 GRAVITY (LBS) 1171 1171 GRAVITY (LBS) 1520 1520 UPLIFT (LBS) UPLIFT (LBS) -147`+ -1475 UPLIFT (LBS) -246 -59 -37 UPLIFT (LBS) ROOF TRUSS BJB QTY:4 FLOOR TRUSS FT2E QTY:5 Q FLOOR TRUSS 'FT8' QTY:1 H 151 �' ROOF TRUSS 'H 151 F' QTY:1 FT 2 E _ _ _ FT 8 FILE DATE: 08 14 08 SPAN:4-0-4 DEPTH:1-4-0 VILE DATE: 08/14/08 SPAN:40- 0-0 DEPTH:? -10-3 BJB FILE DATE: 08/14/08 SPAN:4-0-0 DEPTH:1-1-13 FILE DATE. 08/14/08 SPAN:17-4 0 DEPTH:1 4 0 / / HI 2.5 121/4 6F12 6 12 2 4 19 12 8 5 10 JOINT N0. 2 3 4 3 4 JOINT NO. I 15 1 19 1 2.5 1 26 Zo DATE JOINT N0. 15 23 TOP CHORDS CONNECTED AS FOLLOWS; 2 x 4 - 1 ROW AT 0-9-0 OC. BOTTOM CHORDS CONNECTED AS FOLLOWS: GRAVITY (LBS) 1520 1520 UPLIFT (LBS) =1506 -1506 JOINT NO. 1 15 GRAVITY (LBS) 49 146 146 148 56 JUIN I NU. _ Z 0 GRAVITY (LBS) 152 1523 UPLIFT (LBS) -855 -855 JOINT N0. 2 3 GRAVITY (LBS) 178 _ GRAVITY (LBS) 1 127 1048 GRAVITY (LBS) 1237 1344 GRAVITY (LBS) 169 64 55 UPLIFT (LBS) -239 -140 -71 UPLIFT (LBS) UPLIFT (LBS) DDMMMYY1 ISSUED FOR CONSTRUCTION I ??? ' QTY:2 BJA ROOF TRUSS N:2- -0 F T2 C FLOOR TRUSS AN 22 82 0 DEPTH:1-4-0 ' QTY:2FT4H FILE DATE: 08/1FLO0R TRUSS 4/08 SAN 2 1-10-8 DEPTH:1-4-0 H 141 FILE DATE: 08/14/08ROOF USS SPAN:401 0-'0 VEPTH:7-4-3 FILE DATE. 09/24/08 SPAN.2 0 0 DEPTH.8 13 ILE DATE. 08/14/08 S _ 2.5 12 1 15 6 12 6F1_2 2 4 23 15 i 2 10 JOINT N0. 23 4 JOINT NO. 15 23 JOINT NO. 1 15 JOINT NO. _ 2 10 GRAVITY (LBS) 132 41 39 GRAVITY (LBS) 1369 1043 GRAVITY (LBS) 1171 1171 GRAVITY (LBS) 1520 1520 UPLIFT (LBS) UPLIFT (LBS) -147`+ -1475 UPLIFT (LBS) -246 -59 -37 UPLIFT (LBS) ROOF TRUSS BJB QTY:4 FLOOR TRUSS FT2E QTY:5 Q FLOOR TRUSS 'FT8' QTY:1 H 151 �' ROOF TRUSS 'H 151 F' QTY:1 FT 2 E _ _ _ FT 8 FILE DATE: 08 14 08 SPAN:4-0-4 DEPTH:1-4-0 VILE DATE: 08/14/08 SPAN:40- 0-0 DEPTH:? -10-3 BJB FILE DATE: 08/14/08 SPAN:4-0-0 DEPTH:1-1-13 FILE DATE. 08/14/08 SPAN:17-4 0 DEPTH:1 4 0 / / HI 2.5 121/4 6F12 6 12 2 4 19 12 8 5 10 ROOF TRUSS 'CJ5' QTY:1 qK FLOOR TRUSS 'FT2EGE' QTY:1 GFA ROOF TRUSS 'GFA' (2 PLY) QTY:1 H161 ROOF TRUSS 'H161' QTY:1 CJ5FILE DATE: 08/14/08 SPAN:? -0-2 DEPTH:2-9-15 FT2E DATE: 08/14/08 SPAN:17-3-0 DEPTH:1-4-0 FILE DATE: 08/14/08 SPAN:4-6-0 DEPTH:1-1- 0 FILE DATE: 08/14/08 SPAN:40-0-0 DEPTH:8-4-3 4 � � lu 4.24 12 3 28 26 23 19 15 6 4 612 612 2 4 .TRUSS PLY CONNECTION FASTENERS 2 9 2—PLY TRUSS TO BE CONNECTED TOGETHER WITH 10D (0,148"X'3") NAILS AS FOLLOWS: JOINT NO. 1 2 1 9 JOINT N0. 2 3 4 PACE DELUXE Ca -)LAKE SMART 4 JOINT NO. I 15 1 19 1 2.5 1 26 Zo DATE JOINT N0, 12 19 TOP CHORDS CONNECTED AS FOLLOWS; 2 x 4 - 1 ROW AT 0-9-0 OC. BOTTOM CHORDS CONNECTED AS FOLLOWS: GRAVITY (LBS) 1520 1520 UPLIFT (LBS) =1506 -1506 JOINT N0. 1 5 1 8 GRAVITY (LBS) 49 146 146 148 56 JUIN I NU. I _i' __L I U GRAVITY (LBS) 1523 1523 UPLIFT (LBS) -884 - -884 JOINT NO. 2 3 GRAVITY (LBS) 178 GRAVITY (LBS) 925 931 GRAVITY (LBS) 207 207 GRAVITY (LBS) 202 94 75 UPLIFT (LBS) -355 -147 -71 UPLIFT (LBS) UPLIFT (LBS) DDMMMYY1 ISSUED FOR CONSTRUCTION I ??? ROOF TRUSS 'CJ5' QTY:1 qK FLOOR TRUSS 'FT2EGE' QTY:1 GFA ROOF TRUSS 'GFA' (2 PLY) QTY:1 H161 ROOF TRUSS 'H161' QTY:1 CJ5FILE DATE: 08/14/08 SPAN:? -0-2 DEPTH:2-9-15 FT2E DATE: 08/14/08 SPAN:17-3-0 DEPTH:1-4-0 FILE DATE: 08/14/08 SPAN:4-6-0 DEPTH:1-1- 0 FILE DATE: 08/14/08 SPAN:40-0-0 DEPTH:8-4-3 4 � � lu 4.24 12 3 28 26 23 19 15 6 4 612 612 2 4 .TRUSS PLY CONNECTION FASTENERS 2 9 2—PLY TRUSS TO BE CONNECTED TOGETHER WITH 10D (0,148"X'3") NAILS AS FOLLOWS: JOINT NO. 1 2 1 9 cipFILE JOINT N0. 2 3 4 PACE DELUXE Ca -)LAKE SMART FLOOR TRUSS FT2E JOINT NO. I 15 1 19 1 2.5 1 26 Zo DATE JOINT N0. 2 TOP CHORDS CONNECTED AS FOLLOWS; 2 x 4 - 1 ROW AT 0-9-0 OC. BOTTOM CHORDS CONNECTED AS FOLLOWS: GRAVITY (LBS) 1520 1520 UPLIFT (LBS) =1506 -1506 GRAVITY (LBS) 240 206 145 GRAVITY (LBS) 49 146 146 148 56 UPLIFT (LBS) -317 -411 UPLIFT (LBS) cipFILE TRUSS 'CJP' QTY:2 PACE DELUXE Ca -)LAKE SMART FLOOR TRUSS FT2E 'FT2EH' QTY:2 DATE JOINT N0. 2 2 X 4 — WEBS CONNECTED 1 ROW AT 0-9-0 OC, > AS FOLLOWS; 38 GRAVITY (LBS) H 1 ! 1VILEDATE: ROOF TRUSS 'H 171 F' QTY:1 08/14/08 SPAN_40--0-0 DEPTH:8-10-3 34 DATE: 08/14/08 SPAN:8-5-1 DEPTH:1-6-11ROOF GRAVITY (LBS) 178 ILE DATE: 08/14/08 SPAN:17-3-0 291 DEPTH:1-4-0 -218 -1 IS ; 1;63 -402 UPLIFT (LBS) DATE. DESCRIPTION BY APP. 0 DDMMMYY1 ISSUED FOR CONSTRUCTION I ??? I ??? 2 X 4— 1 ROW AT 0-9-0 OC. 1 .77 F12 4 2 - r--�--- 612 612 2 5 21 / 2 9 JOINT NO. 4 6 JOINT NO. _2'_ 9 JOINT N0. 2 GRAVITY (LBS) 307 4 5 81 1 337 JOINT NO. GRAVITY (LBS) 12 916 21 916 GRAVITY (LBS) 2107 2107 GRAVITY (LBS) 152.3_ 1523 UPLIFT (LBS) -593 -135 -475 UPLIFT (LBS) UPLIFT (LBS) UPLIFT (LBS) ^909 --909 H 101 `�`I ROOF TRUSS 'H101GE' DATE: 08/14/08 SPAN:40-0-0 QTY:1,' DEPTH:5 4-3 H 1 S 1 FILE DATE: ROOF TRUSS 'H'I81' QTY:1 08/14/08 SPAN:40-0--0 D�EPTH:9-4-3 FLOOR TRUSS 'FT1' QTY:6 FLOORUSSSPA' FT 1 FLOOR TRUSS 'FT2GE' QTY:1 F Y � G' tILE FILE DATE: 08 0-1 1-8 DEPTH:1-4-0 DATE: 08/14/08 SPAN:20-1-0 DEPTH:1-4-0 612 6 Ff2 612 612 Jr7 iH t� Z72 -A 22 14 34 32 28 24 18 2 38 33 27 20 2 � 9 FLOOR TRUSS 'FT1 C' QTY:3 F'T4 FLOOR TRUSS 'FT4' QTY:S Hill VILE ROOF TRUSS 'H 11 1F' QTY:1 F ROOF TRUSS i-11.I1F QTY:1 T1C _ _ _ _H191a'F 'FFILE DATE. 08/14/08 SPAN:24 7 8 DEPTH:1 4 0 FILE DATE: 08/14/08 SPAN:21-10-8 DEPTH:1-4-0 DATE: 08/14/08 SPAN:40-0-0 DEPTH:5-10-3 ILE DATE: 08/14/08 SPAN:40-0--0 DEPTH:9-10-3 6 12 6 12 4f!�� 28 20 24 14 6 12 6 12 2 10 2 9 JOINT N0. 14 22 GRAVITY (LBS) 1124 1130 UPLIFT (LBS) JOINT N0, 14 24 GRAVITY (LBS) 1185 1179 ,�i ir-Y �i r-, e- PACE DELUXE Ca -)LAKE SMART JOINT N0. 2 10 REV DATE JOINT N0. 2 20 27 33 38 GRAVITY (LBS) JOINT NO. _ 14- 9 GRAVITY (LBS) 1520 1520 UPLIFT (LBS) -'1536 --1576 JOINT NO. 18 24 28 32 34 GRAVITY (LBS) 6 146 146 151 6 GRAVITY (LBS) 178 1 178 147 147 291 UPLIFT (LBS) -176 -218 -1 IS ; 1;63 -402 UPLIFT (LBS) DATE. DESCRIPTION BY APP. 0 FLOOR TRUSS 'FT1 C' QTY:3 F'T4 FLOOR TRUSS 'FT4' QTY:S Hill VILE ROOF TRUSS 'H 11 1F' QTY:1 F ROOF TRUSS i-11.I1F QTY:1 T1C _ _ _ _H191a'F 'FFILE DATE. 08/14/08 SPAN:24 7 8 DEPTH:1 4 0 FILE DATE: 08/14/08 SPAN:21-10-8 DEPTH:1-4-0 DATE: 08/14/08 SPAN:40-0-0 DEPTH:5-10-3 ILE DATE: 08/14/08 SPAN:40-0--0 DEPTH:9-10-3 6 12 6 12 4f!�� 28 20 24 14 6 12 6 12 2 10 2 9 11 1 UPLIFT (LBS) I I I I ur-uF i / I I I I ' - '' 1 COPYRIGHT 2008 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc. The reproduction or unauthorized use of these documents or any other project without writtenpermission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws. JOINT N0. 20 28 GRAVITY (LBS) 1566 1118 JOINT N0, 14 24 GRAVITY (LBS) 1185 1179 ,�i ir-Y �i r-, e- PACE DELUXE Ca -)LAKE SMART JOINT N0. 2 10 REV DATE JOINT N0. _,2_ 9 APP. GRAVITY (LBS) 1523 1523 GRAVITY (LBS) 1523 1523 UPLIFT (LBS) -822 -822 UPLIFT (LBS) -932- -932 11 1 UPLIFT (LBS) I I I I ur-uF i / I I I I ' - '' 1 COPYRIGHT 2008 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc. The reproduction or unauthorized use of these documents or any other project without writtenpermission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws. T4NOTESgN MET 17APRO7 TRU S DESIGN/CONSTRUCTION NOTES 1, ALL PERMANENT BRACING SHALL BE PER BCSI—B 1 SUMMARY SHEET PROVIDED W/TRUSS DELIVERY PKG 2. BOTTOM CHORD LATERAL BRACING REQUIREMENTS ARE MET WITH RIGID CEILING DIRECTLY APPLIED 3. TRUSS DESIGN SOFTWARE IS MITEK VERSION 6.5 WHEN BRACING IS REQUIRED IT WILL APPEAR AS SHOWN TRUSS LAYOUT & REACTIONS HAVE BEEN REVIEWED IN COOPERATION WITH: SPACE COAST TRUSS, INC. 1410 WHITE DR. TITUSVILLE, FLORIDA 32780 PHONE: (321) 633-7511 EST. 1989 FAX: (321) 633-7544 THIS STRUCTURE IS TO BE DESIGNED AT THE WIND SPEED AND PRESSURES SHOWN ON THE T1 SHEET AS A MINIMUM, IT IS ACCEPTABLE TO THE ENGINEER OF RECORD TO HAVE THE ROOF SYSTEM AND CONNECTORS DESIGNED AT A HIGHER WIND SPEED AND/OR WITH MORE CONSERVATIVE PRESSURE COEFFICIENTS. CITY OF SANFORD TRUSS DESIGN CRITERIA MASTER REVISIONS PACE DELUXE Ca -)LAKE SMART ROOF TRUSS LOADING REV DATE DESCRIPTION BY APP. Q1 01OCT04 INITIAL RELEASE PD MB Q3 11JAN06 SEE REVISION SHEET PD MB BOTTOM CHORD LIVE LOAD: 0 PSF START REVISIONS 5 PSF TRUSS SY MS ENGINEER REV DATE. DESCRIPTION BY APP. 0 DDMMMYY1 ISSUED FOR CONSTRUCTION I ??? I ??? T4NOTESgN MET 17APRO7 TRU S DESIGN/CONSTRUCTION NOTES 1, ALL PERMANENT BRACING SHALL BE PER BCSI—B 1 SUMMARY SHEET PROVIDED W/TRUSS DELIVERY PKG 2. BOTTOM CHORD LATERAL BRACING REQUIREMENTS ARE MET WITH RIGID CEILING DIRECTLY APPLIED 3. TRUSS DESIGN SOFTWARE IS MITEK VERSION 6.5 WHEN BRACING IS REQUIRED IT WILL APPEAR AS SHOWN TRUSS LAYOUT & REACTIONS HAVE BEEN REVIEWED IN COOPERATION WITH: SPACE COAST TRUSS, INC. 1410 WHITE DR. TITUSVILLE, FLORIDA 32780 PHONE: (321) 633-7511 EST. 1989 FAX: (321) 633-7544 THIS STRUCTURE IS TO BE DESIGNED AT THE WIND SPEED AND PRESSURES SHOWN ON THE T1 SHEET AS A MINIMUM, IT IS ACCEPTABLE TO THE ENGINEER OF RECORD TO HAVE THE ROOF SYSTEM AND CONNECTORS DESIGNED AT A HIGHER WIND SPEED AND/OR WITH MORE CONSERVATIVE PRESSURE COEFFICIENTS. CITY OF SANFORD TRUSS DESIGN CRITERIA PROJECT ADDRESS: PACE DELUXE Ca -)LAKE SMART ROOF TRUSS LOADING WIND LOADING; 140 MPH Exp, "C" Fully Enclosed TOP CHORD LIVE LOAD; 20 PSF TOP CHORD DEAD LOAD: 7 PSF BOTTOM CHORD LIVE LOAD: 0 PSF BOTTOM CHORD DEAD LOAD: 10 PSF FLOOR TRUSS LOADING (IF APPLICABLE) TOP CHORD LIVE LOAD: 40 PSF TOP CHORD DEAD LOAD: 10 PSF BOTTOM CHORD LIVE LOAD: 0 PSF BOTTOM CHORD DEAD LOAD: 5 PSF T4NOTESgN MET 17APRO7 TRU S DESIGN/CONSTRUCTION NOTES 1, ALL PERMANENT BRACING SHALL BE PER BCSI—B 1 SUMMARY SHEET PROVIDED W/TRUSS DELIVERY PKG 2. BOTTOM CHORD LATERAL BRACING REQUIREMENTS ARE MET WITH RIGID CEILING DIRECTLY APPLIED 3. TRUSS DESIGN SOFTWARE IS MITEK VERSION 6.5 WHEN BRACING IS REQUIRED IT WILL APPEAR AS SHOWN TRUSS LAYOUT & REACTIONS HAVE BEEN REVIEWED IN COOPERATION WITH: SPACE COAST TRUSS, INC. 1410 WHITE DR. TITUSVILLE, FLORIDA 32780 PHONE: (321) 633-7511 EST. 1989 FAX: (321) 633-7544 THIS STRUCTURE IS TO BE DESIGNED AT THE WIND SPEED AND PRESSURES SHOWN ON THE T1 SHEET AS A MINIMUM, IT IS ACCEPTABLE TO THE ENGINEER OF RECORD TO HAVE THE ROOF SYSTEM AND CONNECTORS DESIGNED AT A HIGHER WIND SPEED AND/OR WITH MORE CONSERVATIVE PRESSURE COEFFICIENTS. CITY OF SANFORD Mercedes HOMES PACE DELUXE Ca -)LAKE SMART TRUSS PROFILES FISHER RODRIGUEZ RESIDENCE SCALE (UNC); CDS # SHEET; 1/4" = 1'-0" ORL-000424-08 �� DRAWN BY PROD. DEV. SCT PRE Q.S. WALLS; CHECKED BY MASTER N PROD. DEV. QS-271904BL-Q2 MERCEDES ENGINEER OF ORD AN ARCHITECTURAL TRUSS SY MS ENGINEER AND ENGINEERING SERVICES 10-02-0 6905 North Wickham Road STEPHEN E ST R P. E. Suite #401 LICE # P 39528 Melbourne, FL 32940 Phone: (321) 259-6972 1FOR RUCT CERTIFICATION ONLY i ��