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520 NE 102 St (17)DESIGN PRESSURE CHART - PSF SERIES -2000 ALUMINUM SINGLE HUNG WINDOW HURRICANE PROTECTION IS REQUIRED WINDOW DLMENSION ANCHOR SCHEDULE LIGHT DUTY MEDIUM DUTY HEAVY DUTY (W/ STEEL REINFORCEMENT) 3/16" TAPCONS 3/16 " - ANNEALED GLASS 3/16 "•ANPIBAL&.i GLASS 1/4" -ANN. GLASS PER HEAD AND SILL PER IAMB DS&- ANN. GLASS 3/16' ANN. GLASS 3/16" TAPCONS 1/4' TAPCONS 3/16" TAPCONS 1/4' TAPCONS 1/4' TAPCONS WIDTH HEIGHT EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. 19 1/8' 28' 2 3 , . 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 28 1/2' 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 37' 3 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 53 1/8' 4 60.7 67.5 60:7 88.7 98.0 113.1 98.0 122.5 98.0 113.1 98.0 122.5 98.0 184.8 19 1 /e' 38 3/8' 2 3 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 2e 1 /2' 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 �--- -- 37' 3 60.7 67.5 60.7 108.8 98.0 120.3 98.0 122.5 98.0 120.3 98.0 122.5 98.0 . 184.8 53 1/8' 4 60.7 64.8 60.7 64.8 90.6 90.6 97.1 97.1 90.6 90.6 98.0 122.5 98.0 144.3 19 1/1 e' 2 4 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 28 1/; 2 60.7 67.5 60.7 119.1 98.0 119.1 98.0 122.5 98.0 119.1 98.0 122.5 98.0 184.8 37' 3 60.7 67.5 60.7 94.7 98.0 99.2 98.0 122.5 98.0 99.2 98.0 122.5 98.0 184.8 53 1/8' 4 52.6 52.6 53.2 53.2 79.8 79.8 79.8 79.8 83.8 83.8 95.5 95.5 98.0 118.5 19 1/6' • 2 2 5 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 2e 1/2' 2 60.7 67.5 60.7 111.9 98.0 111.9 98.0 122.5 98.0 111.9 98.0 122.5 98.0 184.8 37' 3 60.7 61.5 60.7 89.5 89.6 89.6 98.0 111.6 89.6 89.6 98.0 111.6 98.0 168.3 53 1/8' 4 41.3 41.3 46.7 46.7 70.0 70.0 70.0 70.0 74,9 74.9 74.9 74.9 98.0 104.0 19 1/8' 74 1/4' 2 5 60.7 67.5 60.7 119.2 98.0 119.2 98.0 122.5 98.0 119.2 98.0 122.5 98.0 184.8 28 1/2' 2 60.7 67.5 60.7 91.2 91.2 91.2 98.0 122.5 91.2 91.2 98.0 122.5 98.0 184.8 37' 3 51.4 51.4 60.7 71.5 71.5 71.5 93.3 93.3 71.5 71.5 93.3 93.3 98.0 140.8 BASED ON MTL -18143 DATED 7 -12 -94 TEST SIZE= 53 1/8' X 83' (1 OVER 1) TEST LOADS- +70.0 -70.0 PSF DESIGN LOADS. +41.7 -48.7 PSF WATER INFILTRATION TEST= 9.1 PSF TESTED GLASS= 0S8 ANNEALED BASED ON MTL -18175 DATED 7 -12 -94 TEST SIZE- 53 1/8' X 83' (1 OVER 1) TEST LOADS= +105.0 -105.0 PSF DESIGN LOADS= +7C.0 -70.0 PSF WATER INFILTRATION TEST- 14.7 PSF TESTED CLASS.. 3/18' ANNEA.ED BASED ON MTL -18175 DATED 7 -12 -94 TEST S ZE= 53 1/8' X 53' (1 DYER 1) TEST LOADS= +158.0 -158.0 PSF DESIGN LOADS. +98.0 -104.0 PSF WATER ■NF_TRAnCN TEST.. 14.7 PSF TESTED GLASF- 3/15' ANNEALED M A a c01 _ 21" MAX. ..-- ■ misuvn ANCHOI I II J' J 24' MAX. 410 WINDOW WIDTH HEAD ANCHORS SEE CHART 6" MAX. TYPICAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLJED) MAY BE USED APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT Q BY COO POI_ DIV S ON BU11DI = A COM7L.?:.CE OFFICE ,VA tI TANCE NO. 1 01� - FRANCISCO HERNANDEZ FL PE# 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plac. Hialeah, Florida 3.3012 Ph: (305)384 -9952 Fax:(305)828 -51 1 a Drawn By: JN Oat.: 3 -25 -99 Soak 1 /2 " -1 ' R.vi.ion: Rwi.ion: DRAWING NO. SH98 -04 SHEET 1 OF 5 DESIGN PRESSURE CHART - PSF SERIES -2000 ALUMINUM SINGLE HUNG WINDOW WINDOW DIMENSION ANCHOR SCHEDULE 1/4" TEMPERED GLASS FOR LIGHT, MEDIUM AND HEAVY DUTY WINDOWS HURRICANE PROTECTION IS REQUIRED FACT RESISTANT Pat INSTALLATICE4 0 FT. O .___ ABOVE ( D> STANDARD SILL 3" HIGH SILL 3/16" TAPCON AND MU P>�JJ 3/16" TAPCONS 1/4" TAPCONS 3/16" TAPCONS U4" TAPCONS STANDARD 31[1. 3" HIGH SIIL WIDTH HEIGHT EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. 14 1/8' 26' 2 3 66.7 281.4 66.7 300.0 75.0 281.4 75.0 300.0 66.7 75.0 75.0 75.0 2 a 1/2 2 66.7 252.1 66.7 300.0 75.0 252.1 75.0 300.0 66.7 75.0 75.0 75.0 37" 3 66.7 141.8 66.7 246.6 75.0 141.8 75.0 246.6 66.7 75.0 75.0 75.0 5.3 4 66.7 113.1 66.7 154.0 75.0 113.1 75.0 154.0 66.7 75.0 75.0 75.0 19 1/8" 3/e' 2 4 66.7 214.0 68.7 300.0 75.0 214.0 75.0 300.0 66.7 75,0 75.0 75.0 28 1/2' 2 66.7 177.2 66.7 300.0 75.0 177.2 75.0 300.0 66.7 75.0 75.0 75.0 37" 3 66.7 129.3 66.7 188.9 75.0 129.3 75.0 188.9 66.7 75.0 75.0 75.0, 53 1/8' 4 66.7 90.6 66.7 112.4 75.0 90.6 75.0 112.4 66.7 75.0 75.0 75.0 19 1/8' 5/8' 2 5 66.7 187.7 66.7 300.0 75.0 187.7 75.0 300.0 66.7 75.0 75.0 75.0 26 1/2' 2 66.7 148.9 66.7 300.0 75.0 148.9 75.0 300.0 66.7 75.0 75.0 75.0 37' 3 66.7 124.0 66.7 164.4 75.0 124.0 • 75.0 164.4 ' 66.7 75.0 75.0 75.0 53 1/8' 4 66.7 83.8 66.7 92.3 75.0 83.8 75.0 92.3 66.7 75.0 75.0 75.0 19 1/8' a 2 6 66.7 173.2 66.7 300,0 75.0 173.2 75.0 300.0 66.7 75,0 75.0 75.0 26 1/2' 2 66.7 134.2 66.7 300.0 75.0 134.2 75.0 300.0 66.7 75.0 75.0 75.0 37' 3 66.7 107.5 66.7 155.4 75.0 107.5 75.0 155.4 66.7 75.0 75.0 75.0 53 1/8' 4 66.7 81.0 66.7 81.0 75.0 81.0 75.0 81.0 66.7 75.0 75.0 75.0 19 1/8' 74 1/4' 2 6 66.7 143.0 66.7 300.0 75.0 143.0 75.0 300.0 66.7 75.0 75.0 75.0 20 1/2' 2 66.7 109.5 66.7 251.6 75.0 109.5 75.0 251.6 66.7 75.0 75.0 75.0 37' 3 66.7 85.8 66.7 155.0 75.0 85.8 75.0 1 55.0 66.7 75.0 75.0 75.0 53 1/8 4 66.7 69.8 66.7 75.0 69.8 69.8 75.0 75.0 66.7 69.8 69.8 69.8 BASED ON FTL -1837 CUITED 11 -19 -97 TEST SIZE= 5.3 1/8' X 74 1/4' (1 OVER 1) TEST LOADS= +112.5 -112.5 PSF DES'.GN LOADS= +75.0 -75.0 PSF WATER INFILTRATION TEST= 10.0 PSF 'NTH STD. SILL 11.3 PSF WITH 3" HIGH SLL TESTED GLASS= 1/4" TEUPERED HEAD ANCHORS SEE CHART ` 6 . (Q 14 MAX. 7 t -4 1 6 APPROVED AS COMPLYING WITH 111 SOUTH FLORIDA BUILDING COCE OAT aPZ-lk-. BY _ PRODI;" CO ?ROL D V:S ON BUILD:, CODE COMPt.ANCE OFFICE 4CCEPTANCE NO CO -12,1,1-0/i 1/4' T EMPERED Jr �r I I 1/4' *MPEREO GLASS II II JL JL it GLASS L 4 WINDOW WIDTH SILL ANCHORS SEE CHART TYPICAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED FRANCISCO HERNANDEZ F. PE/ 51393 1 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd P{ Htd.aN, Florida 33012 PA: (305)364 -9952 Fax: (305}826 -5118 Droa., 9 JN Dc:a: 3 -25 -99 Scale: 1/2"= Red'eior: Rsv'eior: DRAWING NO. SH98 -04 SHEET 2 OF 5 JAMB ANCHORS SEE CHART WINDOW HEIGHT /Mt t PART 0 UQDD. DPa(11QTIOIY YATSUTAL 1 SW -014 1 FRAME HEAD 6063 —T5 2 SW -52101 1 FRAME SILL 8083 —T5 4 SW -015 1 MEETING RAIL 6083 —T5 5 SW -017 1 SASH TOP RAIL 6083 —T5 8 SW -43355 1 SASH BOTTOM RAIL 8083 —T5 7 SW -40771 1 3' RISER 8083 —T5 9 SW —AS 14 ASSEMBLY SCREWS # 8X1' PH PHILLIP CRS 11 SW -867 2/VENT LATCH ZINC 12 SW -1820 AS ROD SEAL PILE FELT 13 SW -3257 AS RQO WEATHER STRIP BULB VINYL 14 SW -1520 AS RQD GLAZING TAPE FOAM 15 SW -018 AS RQD GLAZING BEAD 6083 —T5 17 SW -3082 AS RQO WEATHER STRIP BULB VINYL 18 SW -013 1 FRAME SILL/3' RISER 8083 —T5 19 SW -40770 1 BOTTOM RAIL /3'RISER 8083 —T5 20 SW -43353 2/VENT LATCH BOTTOM RAIL 6083 —T5 .LIGHT DUTY 3/4' X 3/8' STEEL BAR USED AT HEAVY DUTY WINDOW ONLY TYPICAL ANCHORS SEE ELEVATION FOR SPACING A 1/2' EACH WEEP SLOTS END WOOD BUCKS NOT BY SUNSHINE WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS SEE ELEVATION FOR SPACING ANCHORS: • INTO 28Y WOOD BUCKS OR WOOD STUCTURE 3/16" OR 1/4' TAPCONS WITH 1 1/2' MIN. PENETRATION INTO WOOD • INTO 1 BY WOOD BUCKS OR INTO MASONRY 3/16' OR 1/4' TAPCONS WITH 1 1/4' MIN. EMBED. INTO MASONRY GLAZING METHOD USE ADHESIVE BEDDING COMPOUND AND GLAZING FOAM TAPE ON EXTERIOR EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH VINYL BULB ON INTERIOR IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED FOR INSTALLATION 30 FT. OR MORE ABOVE GRADE LEVEL USING 114" TEMPERED GLASS. • • • 1 • 12 f 4 • 18 \ MEDIUM AND HEAVY DUTY 5/8' X 5/8' STEEL BAR USED AT HEAVY DUTY WINDOW ONLY A1/2' EACH WEEP SLOTS ENO _ L LIGHT DUTY APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE nAT . PR -L BY PROOU CONTROL DIV.S ON BUIL. ODE COMPLANCE CF ACCEPTANCE NOl - 1,2. _ J ..u ••.•vi1•. 8.1..1 • 1 . •••• ••'S,. u. uvv • ♦v .., 1 BY OR 2 BY WOOD BUCK 2' SILL LATCH 1/2' WEEP SLOTS AT EACH END MEDIUM AND HEAVY DUTY 1 BY OR 2 BY WOOD BUCK FRANCISCO HERNANDEZ FL PE, 51393 Sunshine Windows Manufacturing, Inc. 1743 W. 33rd Place Hideok Florida 33012 Ph: (309)384 -9952 fa:: (305)828 -5118 A.• C ao '114 C <NaON `o m ; S :N oz fla h ni17 Drawn 8 JN Date: 3 -25 -99 scale:1 /2 " =1" Revision: Revsoion: DRAWING NO. SH98 -04 SHEET 3 OF 5 ITEM / Sunshine Windows Manufacturing, Inc. 1745 W. 3.3rd Place Hialeah, Florida 33012 Ph: (305)364 -9952 Fax:(305)828 -5118 IMO. I 12: g C r - L`i7 . - V ' � o n C <Na^ u..1. T2 2 I - 3 §v ■ tin 0 .., ... N A 4 Drawn Date: Scale: Revtebn: Revielon: By JN 3 -25 -99 1/2' 1 " SW -012 2 SASH SIDE RAIL ORAWINC NO. SH98 -04 SHEET 4 OF 5 SW -8202A ITEM / PART i IMO. DESCRIPTION MATERIAL 3 SW -011 2 FRAME JAMB 6063 -T5 8 SW -012 2 SASH SIDE RAIL 6063 -T5 10 SW -8202A 4/VENT FACE GUIDES NYLON 14 SW -1520 AS RQD GLAZING TAPE FOAM 15 SW -018 AS RQD GLAZING BEAD 6063 -T5 16 SW -540 2 SPIRAL BALANCE ALUMINUM 17 SW -3082 AS RQO WEATHER STRIP BULB VINYL 1 BY OR 2 BY - WOOD BUCK HORIZONTAL SECTION MATERIAL LIST (HORIZONTAL SECTION) TYPICAL ANCHORS SEE ELEVATION AND CHART FOR SPACING r 1.312 L r 2.127 f -- 2.062 -H n r 0.050 - FRAME HEAD SW -014 6063 -T5 r 0.062 0.887 J__ --- 2.078 --� FRAME SILL SW -52101 6063 -T5 1.890 --•1 2.750 0.812 0.082 1.000 SASH BOTTOM RAIL SW -43355 6063 -T5 2.314 2.000 1.250 1 0.394 O.J9511 �-- 0.750 GLAZING STOP SW -018 6063 -T5 0.937 1-- 2.375 FRAME JAMB SW -011 6063 -T5 0._88_7 2.077 ---� FRAME SILL sW -013 6063-T5 1.437 - +� 0.812h 1.750 - r 2.125 , 1.250 1 __Ili MEETING RAIL SW -015 6063 -75 0.592 1.000 0.050 --1 0.810 SASH SIDE RAIL SW -012 6063 -T5 3.250 1.625 --'1 1.000 �- SASH BOTTOM RILL SW -40770 6063 -T5 I--- 1.625 -1 0.050 1.875 --1 0.812 �-- SASH TOP RAIL SW -017 6063 -T5 T 1.043 F--- 1.059 LATCH BUTTON RAIL SW -43353 6063-T5 0.094 SILL RISER SW -40771 6063 -T5 APPRCV :D AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 4 ?ct∎ L ti BY PRODUri !TROL DIV!S:ON BIJILDIN, CODE COMPLIANCE 0 E ACCEPTMICE NO c`6 1 -x- 1 - • 0' '72 -al FRANCIS HERNANDEZ FL. PE/ 51393 ITEM 8 PART 9 IUD. DEBClIrrIOPI MATERIAL 1 SW -014 1 FRAME HEAD 6063 -T5 2 S•52101 1 FRAME SILL 6063 -T5 3 SW -011 2 FRAME JAMB 6063 -T5 4 SW40111 1 MEETING RAIL 6063 —T5 5 SW -017 1 SASH TOP RAIL 6063 —T5 6 SW43355 1 SASH BOTTOM RAIL 6063 -T5 7 SW82020 2 SASH CAM NYLON 8 SW -012 2 SASH SIDE RAIL 6063 -T5 9 SW -AS AS REQ ASSEMBLY SCREWS # 8X1' PH PHIWP CRS 10 SW8202A 4/VENT FACE GUIDES NYLON 11 SW433512/VENT LATCH 6063 -T5 12 SW1820 AS RQD SEAL PILE FELT 13 SW3257 AS RQD WEATHER STRIP BULB VINYL 14 - AS RQD SILJCONE DC- 795/SM -5731 15 SW -018 AS RQD GLAZING BEAD 6063 -T5 16 SW540 2 SPIRAL BALANCE ALUMINUM Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)384 -9952 Fax:(305)828 -5118 FR ANC ISCO HERNANDEZ P. L Structural Engineering 351 NW 82nd AVE #1118 Miami, Florida 33126 Phone (305) 266 8670 Fax (305) 266 3427 19 1/8' 2 26 1/2' Drown 9y: JN Dats: 3 -25 -99 Soole: 1 /2 " =1 • Revision: Revision: JA BUILDING DRAWING NO. SH98---04 SHEET 5 OF 5 WINDOW WIDTH ANCHORS PER HEAD & SILL 19 1/8' 2 26 1/2' 3 50 37' 4 i M1 W!1h T1~ JA BUILDING CODE WINDOW HEIGHT ANCH PER JAMB 26' 3 38 3/8' 4 50 5/8" 5 63" 6 73 3/4' 8 TYPICAL ANCHORS • • VERTICAL SECTION • GLAZING: GLASS OPTIONS: A) 3/8' OVERALL LAMINATED GLASS USING TWO LIGHTS OF 1/8' HEAT STRENTHENED GLASS WITH AN 0.010' INTERLAYER FILM, GLASSLAM SAFETY PLUS AND A 3/8' WIDE CLOSED CELL FOAM, FRANK LOWE RUBBER 1k GASKET S -10 ON EACH SIDE OF FILM AT PERIMETER EDGE. B) 3/8' OVERALL LAMINATED GLASS USING TWO UGHTS OF 1/8' HEAT STRENTHENED GLASS WITH AN 0.090' INTERLAYER FILM, DUPONT WITH BUTALITE. METHOD: INTERIOR GLAZED WITH 3/8' GLAZING PENETRATION USING A CLEAR COLORED ADHESIVE EIEDDING COMPOUND, SCHNEE MOREHEAD 5731 OR DOW CORNING 795, AND AN EXTRUDED ALUMINUM SNAP ON GLAZING BEAD FASTENED TO FRAME WITH TWO NO. 8 X 3/4' PHSMS PER BEAD. L DESIGN PRESSURE RATING + 70.0 PSF - 90.0 PSF FOR ALL WINDOW SIZES EQUAL OR SMALLER THAN TEST UNIT • , - gy m T[ TTl►mn w MATERIAL LIST 1 BY OR 2 BY WOOD BUCK WINDOW WIDTH 3/8' MAX. SHIMS HORIZONTAL SECTION .'s • .4 TYPICAL ANCHORS 3 N �t FALSE MUNTINS (SURFACE APPLIED) MAY BE USED S D EY • N'ROD T Co 'TROL DIV!S;ON SUILD CODE COMPLANCE OFFICE : ACCEPTANCE NO 1\.1 -1- • ' HEAD ANCHORS SEE CHART. 4 i A 14" MAX. 1 II IMPACT GLASS it !I I I I I WINDOW WIDTH FRANCISCO HERNANDEZ FL . PFS 51393 11 IMPACT GLASS J I SILL ANCHORS SEE CHART TYPICAL ELEVATION 1 OVER 1 BASED ON FTL -1982 DATED 8 -4 -98 TEST SIZE= 53 1/8" X 73 3/4' (1 OVER 1) TEST LOADS= +135.0 -135.0 PSF DESIGN LOADS= +70.0 -90.0 WATER INFILTRATION TEST= 10.5 PSF TESTED GLASS= 3/8" HEAT STRENTHENED LAMINATED CYCLIC WIND LOAD TEST= +90.0 -90.0 PSF HURRICANE RESISTANT SHUTTERS ARE NOT REQUIRED ANCHORS: INTO 2BY WOOD BUCKS 3/16' TAPCONS WITH 1 INTO 1BY WOOD BUCKS 3/16' TAPCONS WITH 1 PP,OVED A UTH FLOP! OR W000 STUCTURE 1/2' MIN. PENETRATION INTO WOOD. OR INTO MASONRY 1/4' MIN. EMBEDMENT INTO MASONRY. JAMB ANCHORS SEE CHART WINDOW HEIGHT 4.000 6.000 STEP 1 STEP 2 STEP STEP 4 STEP 5 STEP Q F 2.000 TYPICAL WINDOW FTW.4E INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLDWS. DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 -88, FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED CUZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULUON AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WTTH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS ON SHEET 2, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. TYPICAL GLAZING PRODUCT 2.000 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTA OR VERTICAL, SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING CLIPS TO FLOAT TO BE USED CLIP FOR MAT. 6063 -T5 4.000 -- 1.000 MUL::ION ALTERNATE TO INSIDE MULLIONS AT HEAD, SILL 1 X 2 1 X 3 1 X 4 TUBES CLIPS ANGLES (NO SIDE FASTENERS REQD.) AND JAMB CONDITIONS CLIP FOR 2 X 4 MAT. 6063 -T5 2 X 6 TUBES APPROVED AS COMPLYING 1Y11H THE SOUTH FLORIDA BUILDING CODE DATE � i 19a? BY PRO0UC .NTROL DIV'S ON BUILDING COOE OFFICE ACCEPTANCE N0.11o_123 PRODUCT RENEWED ACCEPTANCE No. Q 02o2.ID EXPIRATION DATE JANUA% s -tool By — JCT CONTROL DIMS 13U +G ODE COMPLIANCE FICE RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: 1. ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPUCABLE DADE COUNTY REQUIREMENT'S I.E WIND LOAD, AIR & WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TD BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC,) 3. ANY CONDITIONS NOT COVERED IN THIS TO SEPARATE ENGINEERING REVIEW. 4, ALL MUWONS TO BE ALLOY 6063 -T5. SUBMfTTAL SUBJECT ENGINEER: HUI4AYOUN FAROOQ PE f 16557 z O E-+ O o In .,. z n 0 O o O n ° a0 c j J z in r' 1 . S O n 0 • y1 4 1 GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT N MULLION LOAD CHART 1'.2'.1 ALun. TUOC 11(R 01x2 0 3/3' MULL 3PiN 0 57' 3' _ ANCHORS TYPE AD, OR C ITT. 77 T7T7' I" T771 7771 7 TTV 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES MULLION SPAN HORIZONTAL MULLION a TRIBUTARY WIDTH = WI + W2 2 W1 v2 N d • 0 J z H N .D m 1h ' TYPICAL MULLION ARRANGEMENTS MULLION LOAD CHART 1 „01111' 11 1'x3'.1/s' AL um TLOC la■■11 L 01./ ■■.1111 11WIE �1 �i■11 ■M11 ■■ -- �aUMEM ■ ■M ■ ■11■ ■IMM ■■■11a■■■ � 111■■■ ■..1111 ■6„ ■■ ■1111, 1111 NEINENENNENg ■\1■NNEN■■■N . ■mENE ■■■■11 N . ►� ■■11■■!�■■■■N N■■■■■►m®■■ R■■E■■■► ■■■ .■■■.■,m ,■■■ ■■mmiN `.'' \�■■■■■NK MW ■m!a,N■■ ■. _ ■. me ■►■■■■■■ PA 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ANCHORS TYPE AB, OR C GLAZING PRODUCT GLAZING PRODUCT VERTICAL MUWON TRIBUTARY WIDTH - W1 + W2 2 11 N 0 0 J z u H 1•1111W MOM LEM- MOM MOSUMEMMi • �1111■ 11..11 IMO MULLION LOAD CHART . al tII((t. Q ALun. ivaE motEi �. �■ F. 1 u k Nog 1111 ANN ■ , ,■.. 1111 ■��i �■ � ■1111 � �1�■11 maim ■ 11■■ &HEN mum X1111■. � Nom mom ■�11�■11■ Emu 1111■■ 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHANT 11111r MEM OK MIR= amEnimmair mamisom 20 1 t CHOSS TTPE l tcr.. A ■■... .__. 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES N 0 ,• 0 a 0 J H N LJ 2'a1.l /B ALUn. TUBE l A ■iii■ ■� '■ ►�■■ ■IMMIMI ■■ N■■ MEM . .■U.,■■ , M■„■M, UMMEMMIMMEMEM EMMUMMEMEMEME IMINEIMENNINIUMIN u1W ■M■■ ■ ■m■■■ Isturamm mplemmummomm. ENE. mENNE:NEN �■ ���■11� 1111 MULLION LOAD CHART 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ANCHOR LOAO CHART u* &'.111 ANCFCRS TYPE B 1 111111 011tUallailliiii 11111 MIS ��i , 1111■■■ UUMMEW ■\\♦1111■■■ �\ I1MU ■\CIE■ ■ ■■ IMUINEWMINIMMININ ■► MISLI ■►■■► ■1111 IMMILIMMILM 1111", m i ► ,■ m ■ ■■■m m m► m■■■. . 1111■► rmmes. om ■■11■mommm►m■g■ ■■■■■■m■m_ ■ ■■■■u _ ■ ■1111■ meo■._ ■■ •4.104• 20 ACCEPTANCE No. t ! - D/02- EXPIRATION DATE litIP P • DUCT CONTROL 4 1311E • • CODE COMJ'LIANC • FTCE FOR ANCHORS DESCRIPTION DATE BY PRODUCT m C) 2x6.1 i8' ALun. TL ©� 1111 .o �+ca oz,. .� lad �■ 1■■► ■ � ■ ■ 1 �� 11 ■ AMU MEM MI IN a IMMIL ■ a Eli ■� �■ ■�`■ z moomm■■■m■ ►011 a1 ■■N ■NN ■ ■►_ v r ■ \, m■' NNE o . ■ii■■■■o► "Noim■■ ■ao►■►ummm■Em■ 1111„■, ■o■m■■ ■■■R■►N■►. 11►N■ ■ ■ ■■■ ■o m■■`■ 1111■■ MEM...■ a III III 14 .ms . N m d Y r) N 20 30 40 50 60 70 00 TRIBUTARY WIDTH - INCHES AR , 30 40 50 60 70 80 20 30 40 TRIBUTARY WIDTH - INCHES TRIBUTARY PRODUCT RENEWED APPROVED AS COMPLYING W IN 111E SOUTH FLORIDA BUILDING CODE Ut22._I- 9q? / •/� 'NIROL DIVISION BUILDING CODE COMPLIANCE OFFICE )CCEFTAACI NO, g( - •17la r . 63 SEE SHEET 3 OF 3, MULLION LOAD CHART ANCHOR LOAO CHART IMILMINISENSIMMI 1 1111111111111110111111111411111 MMUUMMEMMOW ■► ■■a INLIONNE DIME ■EMMI OIMME 11 OMMIM MEMO . 11 1111► \►`!IEM ■■NIUMNI U ■■■11 ■■MGM ■■■■Mi■■■M■M ■ ■■■ ■11 1111 50 60 VICTH 70 INCHES 80 ENGINEER: HUFMYOUN FAR000 PE / 16557 0 0 0 Q. 0 0 0 1 1 Th 1 drawing no. 1 M95 -15F (sheet of 3 2.000 1 14 S.M.S. 2/ ANGLE MULUON 2 X 2 X 1/8' ALUM ANGLE MULLION MULLION 1.500 1 MIN 2 X 2 X 1/6' C' ALUM ANGLE • V 111 N 111 t�1►'. 1 ') ' 1 1 2 X 2 X 1/8' ALUM ANGLE 2 -5/8' LONG ANCHOR-S TYPE 'A' -1.500 -i MIN v d• d 14 S.M.S. 1 -1/4' MIN. EMBED INTO WOOD 1/ ANGLE d; 4 a• • •. 4 3/16 DIA. TAPCON 1 1/2' MIN. EMBED 1/ ANGLE 14 S.M.S. 2/ ANGLE PRECAST SILL CONC. 2,000 MIN •4 2 X 2 X 1/8' C' ALUM ANGLE 1 14 S.M.S. h. , 2/ ANGLE L MULUON MULUON 2 X 2 X 1/8' AWM ANGLE 2 -5/8' LONG 1 1.500 MIN ANCHORS TYPE 'B' • .; • 4'. Q 14 S.M.S. 2 1 -1 ' MIN. EMBED INTO WOOD 2/ CLE 4. d 101 2.000 ul + Imv.."%ww. 1 • 4 .a • t 1/2' MAX. T 'f P. T ANCHORS TYPE A,3 DR C MULUON MULLION CLIP MULLION CLIPS AS SHOWN IN THESE DETAILS ARE APPLICABLE TO VERTICAL OR HORIZONTAL MULL{CNS, 1 .w11111 di iI S' 1Cin.lo : tits • • IMO I i ll �II�►11N Il't { .'1 11 • e. n• MULLION 3.000 -- S- LAIN 2 X 2 X 1/8' AL UM ANGLE 1 14 S.M.S. 3/ ANGLE MUWON 2 X 2 X 1/8' ALUM ANGLE 3 -5/8' LONG F- - CLIP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULLIONS I.E. 2- 11/16' FOR 3' MULLION ANCHORS TYPE -1.500 --- MIN • NOTCH WOOD BUCK TO ACCOMODATE CUP ANGLES TO MASONRY d' a. d • d' 1/4' 0 TAPCON 1 -1/4' MIN. EMBED 2/ ANGLE PRODUCT RENEWED d - ACCEPTANCE iro 44 -02 i o EXTIRATION DATE a By PRO BUILD 3.0 MIN WOOD BUCKS NOT BY SUNSHINE MUST SUSTAIN LOADS IMPOSED, APPROVED AS COMPLYING '." TH TI1E SOUTH ijORIDA BUILDING CODE DAT # , i ► D •- 193_7 BY PRODUCT 1sTROl DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO -1 3.1-5 . %At UCT CONTROL DIVISIO ODE COMPLIANCE 0 V) .- r r- W r O a<- O aD 11 V ) 0 4' o' E•. W N Z Or w C c ) C draw ng no. 05 -15F (sheet 3 of _3 D .250' 1 T .750' T 1.730' 1 POSITIVE - 455 p.S.F. NEGATIVE - -71.3 p. S.f. f 1 7/8' .125'R -- 1- 1.500• --I/ Unl..r .t,.r•■•• •j..cited. N le•14• rob - .0525' T .730" +73o' 1.475' --1 .250 SOUTHEASTERN METALS MANUFACTURING CO. WC. JACKSONMLLC FLORIDA DADE COUNTY PRODUCT CONTROL APPROVED 15.575' 13' COVERAGE 6 1/2' 4 5/8' 0.114 R 4 4.29 MY/f,/ I I t 7/8' (T V) I 0.0 90 R --{ f-'-1 7/8' 1 O 0 0 ✓ 0 ALUMINUM HEADER CHANNEL DETAIL O TYPICAL 20 CA GALVANIZED PANEL 250" X .500" S/S CUNCH STUD 1 J 3 1/ 4' -.•- 2.000 © STUD ANGLE l:r1lfP.AI NOTES 1. THS SHUT1TJl IS DESIGNED IN ACCORDANCE %MTH THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION. AND THE 1994 BRO WARD COUNTY EDITION. 2. POSITIVE AND NECATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED IN ACCORDANCE IN T1 ASCE 7 - 'MINNUM DESPCH LOADS FOR BUILDINGS AND OTHER STRUCTURES'. 3. STORM PANCLS SHALL BE AISI 20 CAUCE GALVA/412E0 (00356') COP00RMINO TO AS TM A653 STRUCTRUAL GRADE 37 NINA 5404. F - 37K SL ALVMINUM EXTRUSIONS STALL BE 6063 - T6. U.D.N. 4. PRODUCT MARKINGS SHALL BE IM THIN 12 OF ONE END Of THE PANEL WM MIPr_ OF ONE MARKING PER PANEL AHD SHALL BE LABELED AS FOLLOWS: 5. 10 MEET METRO -0 ADE HURRICANE CODE REINFORCED PANELS HIM STATII BOLTS AND SPRINC N1/75 AT WD -SPAN SECURED AT EVERY LAP JOINT. 6. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OA STAINLESS STEEL MM A MINIMUM ry - 33 KS1. 7. MATERIAL SPECIFICATIONS NOTED HERCM ARE THE MANUFACTURE'S REPRESENTATION OF MATERIALS 10 BE USED N PRODUCT TESTING. 6. TOP k BOT1OM DETAILS SHOYM MAY BE INTERCHANGED AS FIELD CONDITIONS INDICATE PANELS MAY BE MOUNTED HOPo DONTALLY WHERE APPLICABLE. 6. INC DETAILS AND SPECIFlCATONS 4101 HEREIN REPRESENT THE PRODUCTS PROPOSED FOR 114PACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING W ACCORDANCE MM DADE COUNTY PROTOCOLS PA 201. 202, AND 203. DESIGN IS BASED ON CTC TEST REPORT N0. 10. MA7J4UM ALLOWABLE DESIGN LOAD: 5/8' HOLE (T YP) .125" i I /4' 1 1/2 1AMP -IN ANCHOR SECURED W MASONRY UWT 2.50' -+1 - 13.00 13.00" - - 1) 00 " -' • •••1 •. 6.50_ 6.50'+6.50 =+}• 6.50 -4e 6.50' 1 6 ANCHORS 4 13.00" 4'- 13.00' 44' SILL 1 86' SILL 0 0 (`.1 0 2 1.375" REF. O J 86" SILL 250' X .500' S/S CUNCH STUD I, 1.000' +�-- 2.000' ®PATIO SILL DETAIL 56' SILL • • • • • 68" SILL 7/8' X 5/16" SLOT (TYPICAL) 1 /4'X1' f SIDEWALK BOLT 0.1 25' • • • 3 44" SILL 7 /8 - ice 56' SILL r 13.00 " -. -- 13.00 " -1 • • • HEAD =R CHANNEL LAYOUT � II / " 6 <NCHOP3 8 A.NCHOP3 10 ANCHO 3 4 12 ANCHC Note: Reinforced ponels with stitch bolts cnd spri'1g nut at mid -span secure at each lop joint. HOLE LEGEND • 7/16 "0 THRU F$OLE CUNCH STUD • • 1 6.50 "+1< 6.50 6.50'4- 6.50'+ 6.50' +J• 6.50'+1 8 ANCHORS 1.50 -+j It 13.00" - 1 3.00' -4- 13.00 +1-13.00• -4-- -- 13.00' -41 68' SILL J ' • • , • J j• 6.50'+ 6.50'+11 6.50'+ 6.50 " +'• 6.50' "+4F 6.50 6.50 "41 10 ANCHORS 4.00' -+1 10-- 13.00' , j A 13.00 " -4--- 13.00' -4--- 13.00' -1.-- 13.00' +-- 13.00 " -4j 146 1/2+- 1/2>1.46 1/2' 6 1/2+»< 1 /2;✓ • • • • • J• 6.50'+ 6.50 "+ 6.50'+ 6.50 "+ 6.50'4'. 6.50'4J• 6.50'+ 6.50 "+ E.50'+ 6.50' 6.50'41 12 ANCHORS STUD ANGLE SILL LAYOUT 44" 56" 68 86" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE // DAT T► L9 BY PRODU ' '6NTROL DIVISION BUILDING CODE COMPLIANCE OFFICfv ACCEPTANCE NO 9A '6666.0.5 1•••••14 ,142, Rea (3) 444.4 p 37 1. 15111 A435 • .44.4 Cr r.1rn [.,tro1/ b>.. 4 501MA5tT1iN MIN-5 MFG. C0.. INC. 20 an Z GN.VNEW 5f0RM FARM 5Y51T M �A-•'• b1 D. '•' Ni1.11, 115 Na I.5as N 6-2Q('f'101 9.4 1 OF 2 ANCHOR SCHEDULE MAIN. 2' EOCE DISTANCE) Q;SnNc S:XUCIJRE ANQ4OR FrPC ASTTNCR SPAr2N4 (4Q ' WOOD • 1/4 "/ TAYPN 4 1 /4'x1' SIOCWAUC DOLT (3/4' • HCAD) )ADD tuStc44 HEX HGV BOLT S5 L 3 t.S 43 L.3 i ll/Mal:1 es 1/4 1/4' TAP CON K1I HOf MUD SORE■ �• KM 1 1/2' ICN. O43LOw NT 4.3 HOLLOW 1/C 0 1.WPU( & 1/4 MOCK HOc MUD 401.1 SS I 1/4"X2' C1.03 ?ANC) NAT[ LASONRY DOLT (111 1 1/4' CALV. MASHOL k 44,9-0:24.111 KNCCD NVT •' ) . 12� 11111 • t 1Y � SIRUC 1UR( ANCHOR SCHEDULE (MIN. 2' EDGE DISTANCE) ANQ1cR r FASTL•u 7hows ow) ' WOOD • 1•x1 /4720 1/4'X1'/20 1/4 1 1/2' 1/ere MASONRY 1 I/O' wAAfrJLED G ' t'XI/4 I/O ),IDCIYAJC )ADD tuStc44 HEX HGV BOLT S5 L 3 t.S 43 L.3 � 1 111111 0 ✓JOO U4 KIN let 0.14CtuAST 1103 PAWL MATE DOLT KH CALY. WAS -104 k KNCLD NUT OM 4 U LUw1. ./20 4.00D DUSK0C DOLT Imo, Existing Structure r D ' cr c c c 0 u Existing Structure A Wood Framing P c 0. 0 0 0 U 0 O Wood Framing ccirTnl 2 5 /bm.... Class or Door O WALL MOUNT SECTION (DIRECT MOUNT SYSTEM) N. T. S 2 5/8' Gloss or Door ANC1 F TO WAI 1 OF 1/4'x2• EJco Ponel Mote LACSonry Bolt w/1 1/4 CcIv. Washer do Woshcred Wm gcd Nut Steel Spring Nut 1 x1/4'/20 Hex Head Bolt 1 "x1/4'/20 Tompin Zinc Exponsion Anchor 1/4'0 Wood Lcq Screw 1 1/2' Min. Embedment Steel Spring Nut 1'x1/4'/20 Wood Bushing w/1 "x1/4' /20 Her Head Bolt 1/4X1' Sidewotk Existing Structure •urn 1.111 1/4'x1" Sidewalk Bolt PANEL T ANG1 E DETAM ANGLE TO WILL HEADER / STUDDED ANGLE MOUNT SYSTEM ® N.T.S 1/4' MAX Wood Fromin 9 STUDDED ANGLE / TOP & BOTTOM MOUNT SYSTEM (WOOD FRAM N.T.S Class or Door 1'X1 /4'/20 Hex Head "colt 1 "x1/4'/20 Tompin Zinc V E,ponslon Anchor 2 5 /8 "--j Steel Spring Nut t /4 "X1' Sidewalk colt 1'x1/4'/20 Tcmpin Zinc Expansion Anchor PANEL TO ANC r De TAIL :w• ✓•w .uunwj 1 Wood Log 'tM�" f• Sort!, 1 1/2' Alin. Embedment 2 -1/4 4 1/2' Log Screw 0 24' o.c. 1 /ex w/1 3/4' Penetrolion it Center of Studs 1':4'x0.125' or 2 "x4'x0.125'' Tube or 2'x4' P.T. Wood for Stud Framing 0 16' o.c. do 2'x6' P.T. Wood Stud Framing 0 24' o.c. •THIS DETAIL MAY BE USED AT 10P OR BOTTOM OF PANELS WALL MOUNT SECTION (BOTTOM) N.T.S 0 1 /4'X1' Sidewalk 0 Bolt • u z J W d X 2 Existing Structure ANCHOR SCHEDULE (MIN. 2' EDGE DISTANCE) 02151 RE ANCHOR TYPC TASTEXER SPAGNO ON) CO/ cA CIE 1/4' / TAMAN 4 1 /4're /20 HU HEAD 0011 SS 00 1/ 4'X2' CC.ICRETC DAM N.UI MTN wANSIO4 ANQee+t I/4 1/4' TN CON 04104 ma HUD SCRCIr 1414 1 1/2' MAL CSOCONO1T 1 /exr COO rANa LATc LAS0IAY 2x12 KL1 1 1/4' CALY• HASr191 4 wAS}pt[D KM110 NUT t /4'/ Teti* 14 4 1/4'rl' S (3/4' • MUD) I IIMES EA I. 3 t.S 43 13 1s ANGLE TO WALL DETAIL. 1/ Concrete Dove Kea w/ EAponsion Anchor Steel Spring Nut 1 /4'X1 Sidewalk Bolt 1/4'x2 1/4' Topton w/riex Head Screw PANEL TO ANGLE DETAIL O STUDDED ANGLE / TOP & BOTTOM MOUNT SYSTEM N. T.S YIO1 AMIABLE 4O4 Sr PANO. LLStCL4 O4.Y. "NOT AVARADLE FOR 44' PANEL 1EN0111S FOIL HOL10M BLOCK ONLY FOR 13' 0.C. WPAC0M0 0 1/4' MAX. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT 5Y _ ?ROO;1C NTROE DIV:S•ON 8Ui(D.NG CODE COMPLIANCE OFFICE _ ACCEPTANCE NO.96'Q •�`� 0 z z Z J ?( 1� 1-4 A44.4 Uidn..• 1. .rmin.m hb• 4 14.4 Or. rfnI Nunt et Lmstri/ 1.1./ r /r 5011fI1A51ERN MEfN.S MFG. CO.. WC. 20 GNYL GILWHIEn STORM ?M EL 5Y5ff A1_../. O LD. •'•' M'17. 11. 1996 Natio 2 of 2 1 `` 9 6 -200C1 TYPICAL JALL SECt ION E3RRCING REQUIRED NUMBER 1JEE3S LOCATION 1 r 1 1 1 - -, FIOIAS F. FL AQU P.5. 14801 S.W. 39 AVENUE MIAMI, FL 33173 -8030 305 -233 -1664 STRUCTURAL ENGINEER FLORIDA REGISTER 4+23C/0 0 0 G }. p v 4. 0 3 3 z • 2 80 0 Z b7..a vv • o ✓ a V 4 h . .� v+,�..r►.• w- x oo 32 1! )44O0v; V a 2 * 0 . v ►. x - ... Zinc 3 O v N ua 0 a to ! A Y w 0 0 e Y . - w W A. x . V 0z- -a 4 4 a 4 w > 0 SOLAR RETURN TURBO - SKIMMER CLEANING LINE W/ VAC -LOCK 18' X 60' RECESSED SWIMOUT W/ TILED EDGE (WALL & SEAT) EXISTING PATIO _ r _ 1r . / 1 /Mr /i1 p I n 1 (/ 1 1 I 1 1/2' 2 ' FIBER -OPTIC LIGHT BOX 20' b'R 4 \q' P.G,F.C,I. 1 J / / / / / / / / / / / 15' -7' RESIDENCE / 16' 11 -8' 18' BENCH `d/ ACCENT TILED EDGE (WALL, SEAT & ENRTY STEPS P L PLA\ SCALE: 1/4' = 1' -0' NORTH A. YEK1A KAVASOGLU P.E ST r,TE OF FL0R1Da 441310 CIVIL - S TRUCTURAL x Y I Z r� � [tee w z 0 Rio 0 0 oflpl u D S cu W i, Q ? O N 1. ALL FLOORS & WALLS OF POOL TO BE PNEUMATICALLY APPLIED CGNC, WITH A MIN, 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. 2, ALL REINF, STEEL TO CONFORM TO A,S,T,M, 615 GRADE 60. 3 ALL POOL PIPING TO BE SCHED 40 PVC BEARING NSF APPROVAL 4. NO POOL CONSTRUCTION SHALL BEAR ON ANY TYPE SOILS EXCEPT CLEAN SANDS OR ROCK WHICH SHALL BE COMPACTED TO PROVIDE A SAFE BEARING CAPACITY OF 2000 PSF. ANY ORGANICS, MARLS, OR OTHER TYPES OF DELITEROUS MATERIAL ENCOUNTERED ON EXCAVATION SHALL BE REMOVED ( DEMUCKED) IN THEIR ENTIRETY, AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE SOILS AND COMPACTED IN 12' THICK LAYERS. WHERE THE CONTRACTOR CAN NOT REMOVE THE ORGANICS, DUE TO WHATEVER CAUSES, THE POOL SHALL BE REDESIGNED FOR PILINGS. IN ALL CASES, THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEETING AND /CR SHORING CR OTHER METHOD AS REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPON- SIBILITY FOR THE SAFTEY OF EXISTING STRUCTURES. 6. THE DESIGN ENGINEER ASSUMES NO RESPONSIBLITY FOR POOL CONSTRUCTION IN EASMENTS OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED. POOL CONTR, SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES, IF NECESSARY POOL CONTRACTOR AND /OR OWNER SHALL VERIFY LAYUOT SHOWN AND ALL DIMENSIONS PRIOR TO CONSRU TION, 7, CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE, MIN, CLEARANCE DIMENSIONS SHALL BE HELD AND SHALL BE AS REQUIRED BY THE LOCAL REGULATORY AGENCY, IN GENERAL, HOLD A DISTANCE OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO OPEN POOL WATER, 8. POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH THE LATEST IJ.S, GOVERMENT SAFTEY STANDARDS 9 MAXIMUM TEMPERATURE OF WATER SHALL NOT EXCEED 102 DEGREES F. COI TURBO - SKIMMER 8' MAIN DRAIN (ANTI-VORTEX) PIPING SCHEMATIC IMPORTANT NOTE: NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANT POOL LESS THAN 8' -0' DEEP AND SPECIFICALLY DESIGNED FOR DIVING, THIS POOL IS NOT DESIGNED FOR DIVING. 32' 16' .� 16 LONGITUDINAL POOL SECTION N.T.S. TO SERVICE IN -LINE CHLORINATOR L7 MAXIMUM SLOPE IN SHALLOW END PANEL WP GFI 10' TO 20' FROM WATER\ \ P❑OL DECK FIBER -OPTIC LIGHT F- r,, PRESSURE GAUGE AND AIR RELIEF VALVE FIBER -OPTIC LINE FILTER ,,IPS 3- 12 IN 1/2 IN POOL AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR, ECT. W/ 48 WIRE ELECTRICAL DIAGRAM .-1 1/2' >--' STUB OUT 2 GRADE 1 HP PUMP \—`,J /HAIR & LINT STRAINER SPST TOGGLE H - / SWITCH / ,r' 1 -2P -20 MOTOR /12 AMP WIRED TO SPARES IN PANEL / !! + /1./' k fi .- -LIGHT BOX N,T.S. TC �WP MANUAL STARTER SWITCH y r., 1 HP PUMP MOTOR ALL ELECTRICAL SHALL CONFORM W/ ART, 680 N E,C, 10, MIN 4' FENCE WITH SELF - LOCKINGG GATES REQ. AROUND ALL UNSREENED POOLS. WHERE POOLS ABUT OR ARE PLACED NEARBY 11. SEA WALLS OR BULKHEADS, SPECIAL CARE SHALL BE EMPLOYED, THE WALLS SHALL BE IN GOOD CONDITION NOT PERMITTING ANY SHIFTING CR REMOVAL CR LOOSENING OF THE SUPPOR- TING SOIL AWAY FROM THE POOL, IF THE WALLS DO NOT FULLY CONTAIN THE SOILS BEHIND THEM, THEY SHALL BE REPLACED OR REPAIRED, CONTINUAL MAINTENANCE OF THE WALLS IS REQUIRED OF THE PROPERTY OWNER. WHEN EXCAVATING FOR THE POOL, THE SEA - WALL TIEBACKS SHALL NOT BE CUT, NOTIFY THE ENGINEER FOR INSTRUCTIONS, WHEN CGNC, DEADMEN FALL WITHIN THE EXCAVATION, 12. THE CGNTRATOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE DIS- TURBED, BACKFILL SHALL BE ACCOMPLISHED WITH CLEAN SANDS FREE OF ANY ORGANIC MATERIALS AND SHALL BE PLACED IN 12' THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO 90X OF THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY, SOILS BELOW THE PATIO SHALL BE PLACED IN A SIMILAR MANNER, 13, WHERE PATIOS ARE INDICATED BY OTHERS, THE PATIO DESIGN NOTES SHOWN ON THE TYPICAL WALL SECTION DO NOT APPLY. PATIO DESIGN SHALL BE BY OTHERS. 14, WARNING: TO EMPTY POOL AFTER CONSTRUCTION, FOR REPAIRS DR ANY OTHER REASON THE HYDRO- STATIC UPLIFT PRESSURES BENEATH THE POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM FLOATING UPWARD, THE OWNER MUST CONSULT A POOL CONTRACTOR CR POOL REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURES. 15. THIS PLAN REMAINS THE PROPERTY OF THE DES- IGN ENGINEER IT IS NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT THE WRITTEN PERMISSION OF THE DESIGN ENGINEER 2 -43 CONT, COPING TILE 1\ T 1— DATER LINE 1 6' MIN VERTICAL 2' -3' SHALLOW END 3' -0' DEEP END APPROVED FINISH 6' MIN. HYDROSTATIC VALVE 1 1/2' r INTERLOCKING BRICK PATIO SET IN SAND ON COMPACTED FILL 12` r 43 AT 10' D.C. E.W. BOTT, CENTERED 12' DETAIL OF STEPS SLOPE =11111 2' COVER (CENTER) 6' TOP & 6' BOTTOM `W/ #$3 AT 10' O.C. EACH `,JAY. STEELTEX FORM, KRAFTBCARD CR EQUIV, TYPICAL WALL SECTION (FOR DEPTHS TO 6' -0') N.T.S. GRATE TO BE FASTENED WITH SCREWS WELL POINT THREADED PVC PIPE REMOVE GRATE AND WELL POINT VALVE FROM MAIN DRAIN, AND ATTACH AUXILLIARY PUMP LINE WHEN EMPTYING. WELL POINT DETAIL 18' 3/4' ROCK BED ( MIN. 3 YDS. ROCK TO STABILIZE SOIL.) CONC, STEPS N.T,S, N.T.S. SIZE & DEPTH: 15' X 32' 3' TO 5' -6' TO 4' CAPACITY: 12,529 GAL PERIMETER 85 LT PUMP: 1 HP /2 -SPEED FILTER: C -1100 QTY RETURNS: 3 TILE: 6' STANDARD LIGHTS: 1-FIBER-OPT COPING: BULLNOSE -BRICK SWIMOUT:18'x60' CLEANING LINE; VAC -LINE CHLORINATOR CL -200 TYPE OF PATIO: PAVERS EXIT RAILINGS: NONE SCREEN: NONE POOL FINISH: HYDRAZZO 490 SF TURNOVER 12 HOURS ( MAXIMUM ) 3.48 HRS MISC: SOLAR RETURN, TURBO - SKIMMER , "T/ of 51 5 LEGAL DESC - RIPTI -\ LOT: 9 -10 BLK: 94 SUBDIVISION: MIAMI SHORES SCTN 4 PLAT BOOK: PG: . PUBLIC RECORD OF+ DADE COUNTY, FL TILE - (TYP,) firth* •Skim „ SWIMUUT DETAIL N.T.S, HEATER: //iii 1 Pt /.t: DOD: NONE NOTE: PRIOR TO ELECTRICAL ROUGH ELECTRICAL CONTRACTOR SHALL SUBMIT A REVISION TO THESE DRAWINGS SHOWING EXISTING SERVICE WITH ADDITIONAL LOAD CALCULATIONS AND EXPECTED AS -BUILT CONFIGURATIONS IF DIFFERENT FROM THESE DRAWINGS ELEVATION OF DECK IN RELATION TO HOUSE: ESTABLISH IN FIELD, 0 tn POOL EQ IT 25.56' SITI- PROPOSED POOL 100.00' L_ AN 48,75' 1 RESIDE \CE SOIL STATEMENT SCALE: 1' = 20' THE LOCATION POINTS, DIMENSIONS, AND CONSTRUCTION ITEMS HAVE BEEN DISCUSSED WITH ME AND I APPROVE OF THEM AS INDICATED ON THE ENGINEERED PLANS. EVERYTHING DISCUSSED BY THE CONTRACTOR AND THE POOL OWNER IS SHOWN ON THE PLANS, AND THERE ARE NO VERBAL AGGREEMENTS, IT IS UNDERSTOOD THAT ANY CONDITIONS OR CHANGES WILL NECESSITATE AN EXTRA CHARGE POOL OWNER DATE S ❑IL AT SITE IS SANDY AND HAS A 2000 PSF SAFE BEARING CAPACITY AFTER EXCAVATION AND COMPACTION SHOULD ANY MUCKS, MARLS, OR OTHER ORGANIC SOILS BE DISCOVERED ON EXCAVATION, THEY SHOULD BE REMOVED IN THEIR ENTIRETY, THIS POOL REQ, 2000 PSF BEARING CAPACITY. HYDRAULIC UPLIFT COMPUTATIONS FLOOD CREST ELV. FOR AREA = TOP OF POOL ELV. BOTTOM OF POOL ELV HYDRAULIC HEAD = ALLOWANCE HYDROSTATIC VALVE = NET HYDRAULIC HEAD = 6.5 8.66 3.16 3,34 -2,0' 1.34 USE MIN, 6' THICK CONCRETE FLOOR SLAB 0 MSL MSL MSL .OV 61 96 A. YEKTA K11VfiSOGLU, P.E. t CIVF:: —�r7 Lf�sl.'�f lrtY A'' fULA z w col 0 u z 0 v z <E n LL z z I P1 oe w 0 E 1.1 ce Og w (/) O 1 I l z (J 3 105 a 0 04 r, 0 0 04 0 r y) IL J (1 S Q N w S N V) 'NI kW 1.2-0 .'0 .10 .%'49 ' 3.'3 COM), 0 /.,0 4 10 (2400 .k• 1 t-1 ( o 14 s■. 6,12 loor I VI- ( 16 RA 6KILL cw) or.) ,tfoo Kt) 0%4 tiL.VE -r? 1i) 4f ""‘ ? i>2" EOSAt., CHM 11 CI :30 '30 VIP Re 1_0 (icro 10 00f,4 1 -- • ect46t R. 0(4- ciofsWt ror,, t4W Atli) ),Nirrti t-om A-fop ( 2:4.04 W9. firti f> e wi 57'e," Tifig 6( P. 1>f) P11-111.1 ?>.• IHSo 06 4 R-1 V- 1"M` it? g- ¼tVO ri fZ te.;r2. \W AIR -114QT, tYx2 ',fop. A L. (5 ) 1c)5 , L. E. V. G -fitimrsc -44/.4 Naf T 1- C 0 4- tit t iov 0 \i`ID\`‘ 14We 1DT?A (Koicvs ov) 4 FT 'Poc.gsre.r..) 15 Lite. Vwt0e,v1 aos )1 14 WOCP KANO,- Usk, 1 f') 1-(vi 1.1 6 - 1v:x2c-1 1 1 - o 2.4- 64 kik 1 \r 6I6.1.6■ (- • .4i 9,..(0 4- o \Y t`441111 t-1< FAY Kt? FOOL r)E.G.14. 1Z 7771.77.• - 44.o Ps C - 11 , 6 r$. it 1-42 r-s. c.014 061 n01.104 09 lt4 4 TT. f >10 Ktirb asta R/SAL 4 /2.)4 2. 14414a tx 4%4 - ro corld. 1.,6A p it44 f4.1 )4. S3 sh. RAiLti34 1 R156%*r 5r lb 1.10 Fr. Lis,teteAL cocce 41-11) Go4R,r) Ta rig61 bi 10 11) y. 1 ficic51 - ro e)v mA)< cEtAV. mLI Roop R r •o ' WING 206 MP. r .4. 8)(TEMoR MAIN BMA PANO. , t20/240valwito P440 - 14 - - 1,C0 44 MPS 4 • 22 24 3 I 20 OCISTiNO Sk94-1, 4, • -or • WASHET4 REFRIG: 110 0 „ AtC CONO. UM/ NEW 61,0 1W s 14.1f ttitTli1/430 20 A ! . 20 A 11 « — 3 • use vase etce , Loo it) wArrs, ,1 \V a o 1?11,1L ( t‘,JC C01 c MVIt sTeFs Licktvio6 - r\s - v .77 ELECTRICAL NOTES: ELECTRICAL LEGEND ColJPLO MI OUTLET Gikot,NO rAtkr ou oun.ar . SVATC14 3 WAY SWIT.CH . 0044E.A . MITCH OPICATO ° W4 r VXMLVAIT 0 OriECtOrc„0 MORS 0 *NVOW INSTALLATION NOM: 1$14t) NEWAVINPOWS 10 P.t 1X 3 WV UGX kK c.diago kotivo TO WOW OPtIANG. $Et WINO.OW Ndnr.,e'OoKorma FOR tiAsoray • cONINO 90 MO AVM RA MAXIM Ve SHIM SPAM ei"AcK AN) Seaga WON UT V4 CoRitCVON Ite$1,9TANT . , • CONCREle SCRP1 »Q400 Ei V/INOOW NOTO gari Ng 00E0 Nutiatt 00 ,0 51 ENE 3 . BURGLARY 1NTR(J$1014 AND $11CUIOTY NOTES) *Alni FAN CEIUNCI f AN (8RACE° REEPt.) GUM WM' RECEPtAcla wAt.t. EAACKEI UGHt 110V SKKIOETECtPR WItH BATTERY BACKI.4 ALL U it1Tf,KONNEC TEO TEUPHONt 04./TUt 1110 somusoairmairsksti,ii"77 ALL OQQRS AM) ‘000 1114T COMPLY WITH WAXER 36 OF 1411 Sig.ti.C. TQ INCLU0E NIT , NO UlITEO TO NI KALOMNOt 4 004919 siot). 3 EdIAPPE DEAD LATCH ANO }MANED oF.A0 6OLT : CVG0 KEYE-0 MH OtOt0E. .. < 2. 04 e0LTS SHALL HAve A Wee°. HAfaiiis0 mitt) am° am D4e EXtsgo We OF Wog A))0 'oot.iste11N0 SC REW H440. SHALL NtiOT BE kE�. i Was SmAti. se c of REs4srm A WE OF 300 its. IN 4ft ot4-ax*Am3 . . ViNI. MI Wad Ostte 0Y. C40:45- 4. MI Of )4 Akitgiqi OFF-scr iN 0004 SHAL ea PAOt1E0 AN0 FAUKATE0 TO PREvRit Off wilAs0 nit rog of Ne sTRixe.. . . .5k - 4 EAP0 Otibjtim %WOW Org5 s41. HAv trotc-tztrjAsti Rio Qg siva. 84 0, • trttest.cook) -Sitttl tx,1 AK) st011,409 sk184- NQTEPO40,.5e0- & VilK7110 com Of tag) 04.4MONstRupioN 044 Be r1tsititii14* tNtocKtit,st$, ,. III ilTM tfAimp• THE tkixTtv,6 Witt PAO, qi swiNcit# 000Ps to nie Er FAO 404 SI/ PROD wii-irivtlikt OR floe ti.4-901 WAN 1,44115 04:4 , 1(ira,51;' nigpv WV AO,PWIPEI! I" - , . _ ,. 41.. ROO GIA$S coops IN cor.ga *4* S}V44. itl PKA400 9110; DfAQ P.T5. OA T oft firbioN-WPVAito "F' i) ___ ___,OslOcitAl'ilie ',, . . 1 4.Q.RtliTING , two)e). Ocgs TO .011CONST321JCIpu TO FrIraNT,LifTINCIp CO THE TPACK , 01E,N X 1 40 tOsniON. ' ., , - , - , ; , 1 i 41/40 CC OPS iNSTALLEO CM 0A1100115 A41 'd-OS If i , T m .)FFiifO WITH LOP..4 Mt Of ! UN Om m Ott(500. ,•:. ; -,, - - . ',' 7 - ' - • , G YVE '4 1C. \I 57C M F'1 NSW ar-A4 r - r 1 0 t.4) 11 Rt4 9 11 (1.) Tov-.1 COW 0 Ukni RAtsfl AO ( 24 y2..4 55 F41 lee 'I A \\Is' ie.W Rofiti , . '' •T . , • t • ALL ago TOCAL SHM.L CoNtc404 TO THA NE0 AP LOCAL AN0 VALL • , 11)tat ALL s1AN0A.110 RE QUIREME.NT$ Q$ TH6 POWERANO TWHON MNI1 . ' ALL MATERIALS SHALL en Ntw NV BAR UNPeinthRITifi$ 4,00.$ MIER* APP4.,Kiel* : ALL co)o)cioas io pit coepf.a. *rat mei itutATioN. MIMMUM Stifi TO BI gii,', w.0.' (ANIrlti=ci 66 42• MOWS fitilito FLPOR, ANC OUTiAt $ 1.0 U61-€$$ OTHERW , ' figNDONEU , triatimagraR T VIVO "TH SHALL NW I • N ALL ..._ 11150. FINISH NegES: 00101111ONS: 1240ove E.X1511NO SCREEN Ext.O504 4 itutimm KO. ' CUt RE60Vg CANCFETe PA110 ftEpititED FOR NEW NOW/VW. `- .1) FI-9PA' FLOOR TO E4 O.ONOR5T1 Lala1 EXI$11NO HMO Etpog. IN5 0$414 • C NEW akiN0 NI *it MAI. iNTEmoit WALLS: R. NV(ANI) 0511Nel WALLS 10 KX31 ADOITION TQ ReGENt INYWALI. FIN*. U$ i Ka OAK) pl.; $URriia• TO Ocag r� DtER)Oft WALS: 511JCCO n*4$1-1 ON No,IIASONlif WALLS TO MATCH E)(011N(3 TORRE MAP. ' • - t ,INSVATIOlt AVO IIN. R-5• F011. EVICKEO INSOLATION ON ofthiAtl. 90e. 0)t NO MOW- VO R IN Arri4 sPitcomoiie (aim d MOTION. • t i POOP NEW ROOF TO ee Appgavtp atImi fltE RoOtNo 5isTp1 •p corio14 VitTH 005101 ROOF. • WINOGV/5: PKWVO APPROVED ‘VHITE FINISHED ALUIIINUti FRA110 CIXONtAL c' < WINDOWS MitiVICATE0 ON PLAN, " 0 FRENCH DOOR: INSTALL WHITE Atuum FRENCH VOOR ( 5 Ltra yAto voe uoliT5 (5 ijre 4 ST* plitrr4zsiA909040 5TH OiliTTE 4.1i Ki .00:P F9t. tivf • csOltios As PO AthN viTH Orriga - Woo, 5149. P0, tikit„i sus Al tiVi WNPQW3 • • ik PANTIN i1thT8YE1 OWNER PLUtIeiN& PRMt * W A T E R A N Q 5 E W E l t UNE3 F o t t P A i i p e f t R O &Wu. Oros FiX11)10. CONNE01 TO NEARE51 ExIsnwi WATER AM ti A exio « EI-ECTOCAtz NOWA fitaeX WA!. OUTLEJ$: U$HT OUTLETS. MO • Swrra43 iio lt,401C1ATF.4 ON RAN. comp agolo.t.pAtia. $ eETtit TO ROIAIN A5 a OWNER TO PAY ADOMONAL OCR 5Esv1og MAST RELOCA11014. OWNER TO FRGNIOE CEILING EMFIX11.114 fOR CONTRACTOR TO INSTALL 1 • LANOSWINO CONTRACTOR TO 1..eme THE SITE CLEAN AND OP,AVED. MY L4NOSCAP1NO O NG BY OWNER. OATH ROOM NOTE: • PRoviz i FINISHED VM:if fAmer Tc(i. QviNEA TO 5E4Ct &A-Og-5 ) , „ • Wag TO PROVIDE LAVATORY Atio tow Fkx TIRO FOR cN1R66To TO INSTALL ; (ANNUM PROVO MOORED 1tr);(4N0 CA8INEI VANIfY MO LAW FIXTVO, • coNTRAcia4 To ttisrikur. • OWNER TO PROM STMOARO mgoon ACO.,5$0145„ PAPER HOLDER t TOWEL SAX, ■ INSTALL eATHR0011 flL TQ BE MAXIMUM 111.50 SO. FY CERAiliG SgLECTION MO INSTALL ON THE ENTIRe BATHROOM FLOOR MR 4 FT. HIG14 Qti aAlfig00 W41.5. oENErtat. NoTOS:,: . k ,Att et Alf WINGS „I.J. W1 ,TH tAT,E0, EQ,r4 Aukkkovuonis C00.4 (ttArtorai.3,TATIf, /440 COlArt ) 1t4cLUO 801.11111 61.0,LOING COO, 1 7 , • M " 14.,vtakorAti, lT1 cpytzinotio4 oovsetoviA, • 000 t. Q$ 0* oak ex4 !)01..o;No C A7 T utopt *t.itiocit4,9 it Ot O • t Of 4c RviAtict0; Wst1010 4QtaTIC45: O4 OlotpFri I r4 0 SAA.Lt lytOkKAt 11141 APO N 01'010 SO )0 )4 F: OIAlf t.T9 54t.t Wit FAL 4.4§PO)44,4464 Nit oi Pio 1.04ity14, 0 • ,Q4 *,* hi 04,0i4 litw9r4 T ,A,F1r44L cLAAN-km ' ;Aotr11-fit,,,:14,11-04)9tiliTITI3 T° ` Cat) Ipt 7 7•• , - "4,4 ' • t . 4 , .., 4 tLi , , ,, 4•4 - ...74 • itrt 133 LIE0 0 - 0,R AW N y CO,NTRilOTOR SHAJ,L, VERit!`i' A. glidEtiSIONS .414 oge9RE PROCEItOING. WITH WORK. r 1 1..E fO HEET r • . , - 2 • • :3PAN 4'404 1 6' 5 t 5' 64 5,491 6' !) a 6,,64 V 1 ► -464 3/ *04 PANE TH ICA N ?:3:3 .02} > .036 .056 .036 a)56 ,1336 .036 .o36 11 200 'ENO (JR MC.RE 15'-3' E 13' oil :40113 SPACES 11 t'J4 4 13i,. r : 13t_0,' C' 121.8 y 12 ( *PACING OF OVERHEAD .3Q 3PENSION 1.0 i3 tfi tJ t) (1 ONE :SPACE PI OJ O T 1ON 11144 13 1 20' -11 101 -6 1()l -2 9' 3" F 9,„i46-1 3 9' 9 ► 9 t tj tj (1 us3 1 s'i'p, Pin 3 1.6 /' vP TO 6' SPANS. 0'3 114'31D. ?IP�`. 4 �. // � SPANS OvER 6' .3PAGIN ay ()F OVERHEA s'�! S S NSION ti ' (;iF R }- 2110,1E010 '3PAN _ .. A . 1' -2 <! W-10 FOOTING 3E.1,1 1'Irs .- tli J 1• '.SARK SIZE A 1'.0 SPAN t }°f 2 it. a 3 t ..o.! K3 i , t V „ o ,! 31 ,, 3 1 13t ,, 3 !l. L3l , 3 ,! TYPE 3t.,1t' 'IAA. rANp ?Oar t :3;�r%(, II'NO .136 .c)36 ,o36 .036 .036 PO'3'.i' SPACING PANEt - .i t o OR ' OR I , 1HICK.s.g3r SPACE .036 (10 J .036 .036 .036 •Oj6 .036 ; ?oi1 pm SPACE 11' .10' -10 10 9 9' ' }l'' 11'43 l')tJ( 4 3"-14'" 6 5' 4 3 1 it •II" lN. TRIM - _ 2S AM OVER c()'.3. W-10') I (9'-5 f (3',114) ,t (13 (8 e - r ' ^ f , R , E r, , ,, t '„s.3 �. vi(� OR 4�f.Jl�.t�s ONE PAC . 3 1I1I(/XNESS SPACES • ,036 (1f)' -3') J (9' (9' (9' J $'COPING NOTES: FOOTINGS MAY CHANGE IN 3HAP BUT T'i A'v`uUNT OF ' T s , 1 ! N �, E .CONCRETE .r'.! o l i�l�_�lA I ,v i to r ;3AME. IF DI's ;sNSION x oR Y IN THE REVISED rt:O'fI`W'G 133 GRATER THAN 'f E 1fi 1'1!, PROPEayy DlaSt {1 '' 0.• BEIN?'CRC . I'dG `3'fE' L ' l':3T PE A'.:DED. POST LCCATDN 1,P CENTER N, OF Ffcj. FOOT .[NG ONE SPACE 8''.5' H 81 H •1$.11 3 (7'-8 Y (C77.-5 `' F' ) J ' *3') J D13P'i'1i .i:3Ot_AT j) i''c(3'r1NG5. ?oR USE - W!;RE CONCRETE SLAI?S ARE N01' Dt :31RED, :3PAN 1 r r f . i A D'),X:. 3PAN 111 11',6► 2r - t 33 OF CONCRS E REQUIRED QU $RED "r'Ga i`lXP'�'4SI) i 31_-1 TYPE IE S2D }1 8uAV3 11t,04 O. G. 1 4 %Nal. T111 10 3 .025 .0? j .025 .025 3'P L S i e 1'11 \!fJ 3! .. r -f- - 1.0 4 LIN J' 01? OVER)Lt G P 0;3 f 3P.'Iti [t) 203T :3 PA C IN() • 3'1 DRAIN 1 TYPE 'JONN, _ .$ ',` /5 'Ho ui ttl POT. 8i Jt)6t F 8 G 11,8A G 1t ,4,t (. gW__:19 CANOPIES FOR GJ i(!7'SRS ISOTA1 FOOT iNG:S AR S NOT DRS1t Ei). 6 1O via A 311 „.2R )' IDS 5`' oolrva Aa0131.0 3 lO1 O i t OL1INiN 3..r:'2IoN 1HROUGI€ NE4 03 :3:4ii'3'r1NG ' OHCRAfi' . (Af ACHED TYPES ONLY) twit YA X. i 711111 l' . CONC. 3 X15"3 P t3 0J !J'I' I O: Lf r;o' 16'4) 21.6 .64 i3 ► l' ' x . POW 4 -2'' : 32A' IN a T SID.- 1 £s3'A_4 r g /1i' O. C. MX. -- ,, _ 1 0t1vr !IA . • NOTES 2iti)J C•2IO!3 POzie 41 I :i(Jt 8J of a 2 goy .1['t 4 Mx. D ; iNt3Ioi[S 3110, Ai i? . R X. 4t ! DO NOT VARY P03 SPACING 3F O"' H .025 (11,01) I 0025 (3 1 .023 TYPE .I PANEL 'Iiilt;t{NA33 .02.) 3148' mAx.o.v a.'!'t$ •A3 TYPE .IV aY I'!'ii OVERRANu ON 0N3 SIDE ONLY. MAIMC1 PROJECTION 0? 16'-"P. 113E 1 +° "(• iRt1O'iT.. 1.) 'i23 "R_ P(ST SPACING 13 S1iG N 1 PART* *N HE'31 S ?OLTS THROUGH BFL~ 'i :3 c AP :3II) 2 `A'. f PE!) PO:3'i' IN CONCRETE. , 3 E DST' I C)3 _ IIALEAI-H t 30F.:1'1 ED FOOTING `3014 D1JLE } X 13 , AND J 4 L`' 1,0 tS0 t4. L O O0`�2i,N!1 SI x411 W11 ��i ;_�; TO �!\ 1J 3-r'..D IN £ tAC '!3 �V_!E•_'t3E A 1 },t CONCRETE r3T,,,A3 i'3 NOT r 1331)E0 f QA(E REV1344 E1ur s r STRUCTURAL PANEL CANOPY EIIJRS' AWNING e MFG.c 1053 E SC 14th 5 FLORIDA „JAR 11 3MITH Ci A 3 ociAT P* 3540 ',YESt FL,AGL_E . MIAMf, FL0R1Di . C O N S ( ) Lr t N G E C1 G f 4 E E R 3 AT 8— it PRAWN JP T G tG^I E_C 3 CHECK CONfi4ACT4R SHALL '+IEli1iY ALL OR/ 541104S k7 311 3ZFORE PROCEEDING A1TH e(ORK. ! AND `3Pi\CING rAI3I F;LE NO. $NS:f N0. 614')t4OF4 10 / r— = - -_ - 2 : �$'1r. - -- - - - -- T-144qA1-______ 7 .„..--,-.-=„-„.--.-...=-.7,7-ar EFL, , LH , !I 1 , /8' ,,' � I UZEs!CR '4a 4 /5=5 r 2s- I ll1013E k}, \ $ ' /0 X 2,0 F-rs •J/ 2,- ` NI t c ►.� E (set oeTA -1 cst ��rr /r ��r�� .Er� // - : - Al -AYE TrI- f2 ()OR •At'JO fo vALD/ /_/ 0 X) RAAJ x t �' t t Tr F t '? _ SKI vs. ta 12. CO! .\sJ/4 ,t) e \J //, C , OAP r ,Ex r s r/A.) & %_ ,, -. ,810•;/< UP \J A.) p o \\J Q ` /-4.1 e_ f_x�l1�•JS tr- ,uqw \.J1 I. h /1. 1 e 4l 1,AJ6 5\J rc?/ ;1 /.5 r /A Ica fx sr./&) G :.j /'h' 1 ,' -.__o �I. �U , ��► � N t :' 3 - tR.rf'A 05 9 "-- ;;e -I- "VG /4? I- px /9 t,5 off - .1 ° ' &'(/5r n/c. S N114 r• I a Rovp��, ---� ----\\-----;------: =:1 -- 1 -._'<. A ' 7 1 1 27: c.Asr, yCR . \,/r.�l� 571-4 crro / // ' n n: ;, �� 2.0_ 57 � 4 ti 7X(, [t, $/ A ,fJ. % _14 } _ err /2 /3101x r -- — ,e2us.vd9sAr .,,a SNOB //'.0, - ____) Sv :-f4o.t lit-1 .1 2.x 2 zc S � ~a 7 Eraltf r S, //i 1- c 9P / S' /'i.ss Sx /Z r/E ,3P.. .,) / A'S" orJr O 4 A • 0Y _ /0x20 irr , \•,/ Jt- 4 'S ca., - 7 — % / 0 /C � f.. \•J7 S iGr/O / ) Sc/1L.0 Z3 l? i2.3 _ 1 1‘4,15,1 p, .v s!. c -7) 730 A'c Jcrs 9 /p /O J / /9,4e_s Viz LAo � \J ^, t ER. ,Oc.ocK 9 /17 ' / y e s o f Nis Le)/ 5 r / ,,) ('►F —L-P ' tk2 7r (�.. P1.J;- 1 /, /AJG, ft,; c,l L. , % � J ; 3 / d A) o t e j / ! O r• A ■� c /;60/4.' scA!,R Nora. ; :�t C�� ��5� \400O .6, S,'AAJo S /JO 1 1 is . T /i9re /r �rrsr�^J !Y?J PA \V/74i.$ AAJ �',F!et/ ( li . 77 . 4 /r_ 4 s to /1 CN ex ) xr. \\1 r/c` s r�� 'f f) ri/ ro at \\IA trj,c.ot , ra' SN0l40., ALSO r /tA, s/ /h \vj'R , /34 or oon /J DD /T/ o/v 'o, r/. ..vJ a / s 1. 4"4 r /VA /Q 57: /3.91// A/{, / 8,053E I. Co /v Sr. C o . /320 ,4,W # / 9 s r ! V f� ''s .'l /4 44,./.2 .4� /Ze.V, i'4j / ?6Z /t 6 • q r • k-- • _ • — _ — • ---- • • - 3 / / / x15: 1111 NOTE: rRussEs MUST or BEAR ON ANY RHERIOR WALL OR PAR n TtOti UNLE5.3 OESCNED VOR SAME. • • : t •• • • T. • 0..• s PLUMB CU 1\1 ov tA F- A Tp t%i (Vccz, ' 0‘ 4 (14113 ti • indS3 A SE 0.F.TAI1 # If 3 if II If Z II 11 if Is II 11 11 I t tf If C u it it II ...., . . 4...... WOE11 FAUS$ 14 4 I • • I i VALLEY tilEtiliF.PIS is. 44 .. . A. .. ,... . . A EANIILEVER ff(11.;Si 4( 44 44 (4 SPEIM. Ei3 iiitiSS '1 44 44 IS SilE0 TRUSS 14 44 4 i ti 1A1.1111A1GS 44 i I 11 45 MISGEL1Ai4EOUS 44 44 (‘ 44 i1 rePICAL OVERUANG . . • '2_3_, •-• t) ) o N. 1 ... M !A MI r 1 \ - E I 4 t- • Al„)%- Isx FOR FNCINEERS 00 SEE SIIEF.T EXTEND ANCHORS OVER TOP CliORcie s x' 52o tNL 0 0 b Y — /4. 5 ef \•\) • rt. ‘..1 • • 2,1 • 6 z. 4 ...AL.. M. 'As A. • • • • AA A.A'A AA"— • • • • ••■ fAL 3 3: Minimum Quality Lumber as Tabulated Below i Span A ( Top Chord ) B (Web Members) C (Bottom Chord) 211 - 4 4" to 23,_8„ 1500 f Industrial Hemlock (W. C.) W. C. Construction Hemlock (L. F.) . 1500 f Industrial Hemlock (W. C.) 1 5' -4" uP to 20' -3" s 1200 f Industrial Hemlock (W. C.) " 1200f Industrial Hemlock (W. C.) r+t JOINT T -520 Sanford Grip - Master (5x6) JOINT 3 1/4" (324) 1 -1/2" (321) 2" 1 +1 2" 1/4" 324 Sanford Grip - Master to 23' - 8" (3 x 8) 321 Sanford Grip- Master to 19' - 8" (3 x 7) JOINT 4A 1- /2" Non ggi llsr- 1111 -11i Op ional Splice for 1/4" Center Splice 535 (5 x 7) Sanford Grip- Master (use with 2 x 4 Kingpost) 530 (5 x 6) Sanford Grip - Muster (use with 2 x 3 Kingpost) National Design Specifications (NLMA) Design Criteria is followed with the fol lowing exception: Allowable stresses for 2 x 4 Construction Fir and 2 x 4 Construction Hemlock as charted: JOINT 26 Sanford Grip - Master (2 x 3) JOINT 4 1 -1/2" 321 (3 x 7) Sanford Grip - Mast; (use with 2 x 4 Kingpost) 318 (3 x 6) Sanford Grip- Moster (use with 2 x 3 Kingpost) Const. ® Fir Const. Hemlock 7 3" 1.76M 1.54M SANFORD GRIP - MASTER PLATES, opplied to both faces of truss at each joint, shall be 20 gauge galvanized steel, with four 5/16" formed teeth per square inch of gripping surface. Centerlines of Sanford Grip - Moster plote sholl be located at joint centerlines un— less otherwise shown. Position Nails, located as shown in Joint De- tails, shall be 1 -1/2" long annular ring shank .120" diameter, 9/32" head; 0.113" diameter 1 -1/2" long fillet T -nail; or equivalent nail with common head. SANFORD GRIP - MASTER TRUSSES shall be fabricated in adequate jigs so that upon completion, all joints have full bearing. OVERALL SPANS, are based on the use of a 4" nominal width of bearing, unless otherwise shown. Up to 8" of bearing width may be used, which will permit an increase in maximum overall span of 8 ". *2 x 3 webs must be minimum of 1 200f Industrial Hemlock or Fir, or 02 Southern Pine. JOINT 4 380 a CAMBER BOTTOM CHORD 3/8" AT CENIER DESIGN FOR TRUSS TO 23' -8" SPAN - SPACED 2' -0" o.c. 520 scor 230 23' - 0" Clear Span Live and dead Iood on roof 45 psf Dead Toad on ceiling 10 psf NOTE: 33 -1/3% allowable unit stress increase for short time loading. / / JOINT 2 520 1 i c + � d� t 3 b 2 3 e 1 ! / 4 �`� --, f h 9 ,' STRESS DIAGRAM Total Design Load = 55 psf b SANFORD GRIP - MASTER TRUSS copyright 1961 sanford truss, inc a -- - N c 660 560 0 Z w N v Ltl 0 N 0 d Minimum Quality Lumber as Tobulotad Below S A ( Top Chord ) B (Web Members) C (Bottom Chord) 1 3' -10" 15' -4" 15001 Industrial Fir (C. R.) W. C. Construction Hemlock (L. F.) 12001 Industrial Hemlock (W. C.) Up to 13' -9" 1200f Industrial Fir (C. R.) u JOINT I T -520 Sanford Grip - Master (5 x 6) JOINT 2 315 Sanford Grip - Master (3 x 5) JOINT 3 4-2 Sanford Gri -P -late M 1 -1/2" Notional Design Specifications (NLMA) Design Criteria is followed with the fol lowing exception: Allowable stresses for 2 x 4 Construction Fir and 2 Z 4 Construction Hemlock as charted: Const. Fir Const. • Hemlock 850 750 660 560 E 1.76M 1.54M SANFORD GRIP - MASTER PLATES, applied to both faces of truss at each joint, shall be 20 gauge galvanized steel, with four 5/16" formed teeth per square inch of gripping surface. Centerlines of Sanford Grip - Master plate shall be located at joint centerlines un- less otherwise shown. Position Nails, located as shown in Joint De- tails, shall be 1 -1/2" long annular ring shank .120" diameter, 9/32" head; 0.113" diameter 1 -1/2" long fillet head T -nail; or equivalent nail with common head. SANFORD GRIP - MASTER TRUSSES shal be fabricated in odequate jigs so that upon completion, all joints have Full bearing. OVERALL SPANS, are based on the use of a 4" nominal width of bearing, unless otherwise shown. Up to 8" of bearing width moy be used, which will permit on increase in maximum overall span of 8 ". JOINT 3 I• 1,2 DESIGN FOR "TRUSS - TO 15' -4" SPAN - SPACED 2' -0" o.c. 404 L ive and deod Toad on roof 45 psf Dead load on ceiling 10 psf NOTE: 33 -1/3% allowable unit stress increase for short time loading. a b e It 1 14' - 8" Clear Span 165 804 CAMBER BOTTOM CHORD 1/4" AT CENTER SANFORD GRIP - MASTER TRUSS copyr 1961 Sanford truss, Inc. 1610 STRESS DIAGRAM Total Design Load 55 psf NOTE: In Dade and Brov Counties, use only #1, 1500F or equal, stress graded lurnbet. SANFORD GRIP - MASTER PLATES, applied to both faces of truss at each joint, shall be 20 galvanized steel, with for 5/16" farmed teeth per square inch of gripping surface. Centerlines of Sanford Grip- Master plate shall be located at joint center — Tines un- less otherwise shown. Position Nails, located as shown in Joint De- rails, shall be 1 -1/2" long annular ring shank .120 diameter, 9/32" head; 0.113" diameter 1 -1/2" long fillet head T -nail; ar equivalent nail with common head. 2x4 Sub -taci (by Bu ilder) 8d Nails SANFORD GRIP - MASTER TRUSSES shall be fabricated in adequate jigs so that upon completion, all joints have full bearing. OVERALL SPANS, are bored on the use of a 4" nominal width of bearing, unless otherwise shown. Up to 8" of bearing width may be used, which will permit an increase in maximum overall span of 8" . 13 Sanford Grip- Master (1 x 3) 210 Sanford Grip- Master (2 x 5) 2 x 4 or 2 x 6 Top Chord of Truss TYPICAL 26 Sanford Grip - Master (2 Joist. (by Builder) 8d Nails _ 1/4" clearance 12" to 24" SAN 2 x 4 treated Ledger, bolted to wall 48" o.c. Shim Soffit Joist to solid bearing and attach to Ledger with Sanford Framing Anchor at each Min. 2 x 4 Plate (by Builder) TYPICAL 4 r 2 x 4 treated Ledger, bolted to wall 24" o.c. Shim Soffit Joist to solid bearing and attach to Ledger with Sanford Framing Anchor at each Joist. (by Builder) n TYPICAL for concrete tie beams. See P. 508 for truss anchorage detail using stud bearing walls in areas of 20 psf wind load and less. ORD DETAIL OF LEVEL SOFFIT OVERHANG, 2 -1/2 /12 PITCH AND OVER 13 Sanford Grip- Master (1 x 3) ,2x4 or 2x6 Top -Chord of Truss TYPICAL - ALL OVERHANGS 1/4" clearance 315 Sanford Grip- Master (3 x 5) 2 x 4 2x4Sub-facia (by Builder) 8d Nails 48" to 72" Shim to Solid Bearing 1/4" clearance 24" to 36" try (2) 12 Sanford Grip- Master (1 x 2) Wedge Block 26 Sanford Grip- Master (2 x 3) 8 d Nails Nail with three 16 d Nails, 1/8" x 1" Strap Anchor bent over Top Chord of Truss. t-_._ TYPICAL 13 Sanford Grip- Master (1 x 3) 8 d Nails Wedge Block - 1/4" c earance Up to 12" hooked tooth Concrete Tie Beam Ufs,3r1 o =i %'_'._� Lass. TYPICAL (1' NAILS REQUIRED) 2x4 P late (by Builder TYPICAL TRUSS c o p y r l g ht 1962 Sanford r u 5 5, n •,. /0 //. AO ° ? f • •d.-^ • • • • e=•/ • • • VOO. C2(2 Z4 eV '77e- 5/4 . - ea • Saw) /W-2 „.54/3 z 2o • 57.60 r t) • . c.../-Ae 44 ", • . • • . 1 • Wet5' /380' /a do 34 o• y Y,3 .5.frvew CO//e /0 1 17-7-2 * . / 1 ; 0" : ?• This property described as: Lots 9 and 10, Block 94 AMENDED PLAT OF, MIAMI ACRES SECTION NO. 4, according to the Plat thereof, as recorded in Plat Book 15 Page 14 of the Public Records of Dade County, Florida. Note: Underground encroachments utilities, if any, not located. ownership by visual means only, ownership not determined. FLOOD. ZONE: X FLOOD INFORMATION: Community No.: 120652 Panel No.: 93 Suffix: J Date of F.I.R.M.: 3 -2 -94 Base Elevation: Not Available and Fence legal Certified To: Rapid Title- Services Company, Attorneys' Title Insurance Fund, Inc., Franzosa, John P. and Lynn M. and Citibank, FSB, its successors and /or assigns. PROPERTY OF: Franzosa, John P. and Lynn M., Unless it bears the signature and the original raised seal of a Florida licensed surveyor and mapper this drawing. sketch plat or map is for informational purposes only and is not valid A BOUNDARY SURVEY 1 hereby ccnify that the survey repre- sented hereon meets the minimum technical standards set forth by the board o( Land— ors in chapter 61G17 -6 Ffyride Ad • istrative Code •'nuant to Section encr OV. Fla. Stout hments. over on the There are no easements other than as 5 g/. f? f 3 Ai PIPE' Cyr Give e -. c74, eadtP. CO/X: C a /Cel fine/ y i 44E , /0 /st 9T , 1 LO Z4T /O/Y. ' I N , T ,5"• 520 N.E. 102nd Street, iami ores, oriaa. LANNES and GARCIA,. INC. ENGINEERS - LAND SURVEYORS • LAND PLANNERS Office address: 359 .Alcazar Avenue, Coral Gables, Florida 33134 Mailing address: P.O. Box 561131, Miami, Florida 33156 (305) 666 -7909 ( 523 -8663 EXISTING 200 AMP. 32 CIR. EATERIOR MAIN $RK'R PANEL. 1301340 YOU Mee PRAM - 3- VilRe LOAD: 1312 AMPS ca. U5E V(QLTS Not WIRE LOAD IN WATTS' 1- 3 • EXISTING 5t1A4 l APPL. • ' WO 4 ORM AQJU5TE0 LOADS 32923 WATTS WOW i).f 240 VG4 1"'3: 5500 5 WASFIN 1500 1 RTigG. 1500 8.41 DNSTINQ OEIrRNL 1Z 4/iF X 1F W 6791 16 -20 A/C CONO. U11T (5500 ): N1.T. 19.2 MO. W /10KWHTT.. 10000 b t 24 RANOtt 11000 23 01SHWA511ER .- 1200 4 244 26 , EWH. ._ .. 25 4 21 POOL PUJ'W 1800 - 30 NE:1V' 6,61110 i11iSfX3W NO V 10 A 112 2016 • 31 8A140Qt1 Caa, NO Y 20 A 112 1000 10TPt. Co 52300 WATTS Fwyl MTI. Gt. lib f- Z4 0 0 G1?c� \YL ;rAc -I; - co 00 Z 1✓ ---'f oo Cn 1 - r 24 �N +4',g /F6f -- 4 (p, 4 r 24 SR wE4..) (aAt2A G, kVA TAM 00 2q r 4 vl L 1 t 4 MAY 1 . �rttlt�zv t�2q 4 1 $ i 1L1 1' 6sti 0 0. • FaMi t I=i -art Oki l ete • 1/ ocp iIG11l- l l�Y 1 FLOOt T'LAA L1 v I 1-16 ->* � -nt-It I-161 2� Sv} 1 I -+- 441.o - ~51,9 - fi's .. ch' °(u ab O t`AlST 14 (a t1241< Fivi et) I- 1 + 4 3.7 T 1(o.4 1 f Oc •RAILtI44 (.)1144 ivr p' '4 4x4 Iotiry ) ado R/ 1L5 , 4 2x2 1ICt<1~D tot.1 .4x4 Pviftr h To c aoc . LAI-j D 11 G f (/L) Y2 ° ek Exp14 aboL.14 'it 5'/2'' Lot-14• R/ ItLla`T() 1 1'561 50 lb LItJ' P lh►7 rVAL Vc c alp GuO1Miv To 1R1 ,Ib f 25 Ib V . /:% fcKGT`, Nit: \) S "o(; CE 4 'TILE tzoor . . 2x4 510. \Woo t7 RAJ L LNCj DUPLEX WALL OUTLET GROUNO FAULT OUTLET 3 FLOOR OUTLET SWITCH 3 WAY SWITCH DIMMER SWITCH INDICATED OUTLET WlI,P S WbL WiREO OIu�LEx Y W ALT. ns CUt.1 G" ' T1~ ' '' % ' L.AJ t.lt•ICa WINnOW . I■STALLATION NOTE ILy.St . tY W'uk1NO01VSTO 91.1 X 3 WO. BUCK BACK AUUcEJJANO MUD TO MASONRY OPENING. SEE WINDOW NOTICE OF ACCEPIANGE FOR MASONRY OPENING 91E9 MO ALCM FOR MAXIMUM V4' SHIM SPA M - BACK CAULK AND SECURE WOW uttr WITH 1/4° C(00510N RESISTANT CONCRETE SCREW ANCHORS Minot T 1 /4' EM$EOMENT INTO WONKY. SEE WINDOW NO11ce OF ACCEPTANCE FOR f QUtRED NUMEER OF FASTENERS. BURGLARY INTRUSION AND SECURITY NOTESt ELECTRICAL NOTES: ELECTRICAL. LEGEND (� RfEECESSEO LIGHT FIXTURE t:MT ELV 'l +'= ALL DOM AV WL' 4WS MUST CGt SLY %Mt 01APTER 36 OF TH$ S.F.8.C. TO NGLUGE SUt NOT U1TEO to Die MOM ,. OQG'Rs SHALL $11 E(AAPPEO WITH A COMAADON 004) u104 ANO 11AVENED P frO BOLT oEva K ao FROM QUTS+GE. 7. MN SOUS 94 L MY A SEYH.EQ. HAROENO MOS GUARD ON THE V(41401 S Of WO* MO CONNECTING SCFEW HE,4 9 SHALL NOT 81 EXPOSED. LOCKS $ 9 $E CAPA8L6I Of RE WINO A FCAGE OF 300 OS. iN Aw P REci1ON MO SMALL I(,I► 4 boar PossILI K! f CM/4.66:S. 4. JA 18s OFAL,L Ek1 ET 0P-50 W SWING NG COCR3 SHALL 88 R. 81 TED ANQ FA8 Q TEO TO PREYENt DEF Tit$ PURpOSr' OF TfiE ST1 KE . 5. ALL DXPQSEO 0008 0 maw 1 YNGE3 SHALL HAVE NQNr1 10`VA$I.rz FINS OR SHAM. B$ OP itirEaocKNG -511X1 JYP$ MO SUCH RING$ SHM..I HAVe NOM- POSE1 $GREVi(5 6: SWMING 000S OF SOUQ C,QRIf FLUSH GONSTI UCT)QN H UH T-S/C14 THICKI�SS. I. THE MIMI Wit AND THE NOV/ LW PARS Oil WINCilsitl DOOR$ To 114 DITEFIOR SHALL 88 PKAVE0 WITH t'A,R.101.1rr (1 tOCKS OR MOSE I04 WNW, iN$ERTS, dpi Wit Sie TliRQUV eat ANA crt*ER LOCK. 5U0NG GLASS COORS W EXMOOR WALLS %WI: 84 PRCN!(r'E01MTH SiANO CON DEM SDLTS. OR A eat OR PIN NOtt WY:MO F MHt E X I W o R . Al lit ,. iIMA&. Eta, QS MEMO tlUttJON *. raG'R5 TO 8E CONSTRUCTED tO PREVENT UFTif46 PANELS OFF THE TPACK \M 14 $ LOCKET) POSITION. . INTERIOR DOORS INSTALLED ON EAfliR00tt ANO aOSETS 1 St LIED VTR LOCKS 11UJT E UN- WGKASLE FA6t1 THE OWE. ALL ELECTRICAL WORK SHALL CoNfoRM TO TH t NEC MO LOCAL MONO GOOE3 ANO SHALL MEET ALL STAN.OAR15 REQUIREMENTS OF THE POWER ANO TOLEAHONICOMPANIES. ALL MATERIALS SHALL BLS NEW ANO DEAR UNDERWRITER'S LA$ELs WHIRR APPLICABLE ALL CoNOUO TO BB COPPER WITH TWIN INSULATION: MINIMUM WIRE SIZE TO BE 112 A.w.O. ALL LIGHT SWITCHES TO BE 4r 'wove FWISHEO FLOOR. ANO OUI1.3TS it UNLESS OTHERWISE MEtITIQNEo oir Pt.1W3. ALL FIXTURES ANO THEIR COMPONENTS SHALL S1! NEW UL- APPROVED ANO MEET ALL RE4VIREMENT3 FOR nie US8 OF WHICH TRAY ARE INTENDED. EXHAUST FAN CEIUNO FAN ( BRACED RECEPT. I CEILING UGH/ RECEPTACLE I� WALL aRACKET LIGHT RECEPT. Q 1 1QV' . SMQM(11 QETECTOR WITH BATTERY BACKUP ALL UNITS INTERCONNECTED TELEPHOkt airier TV OUTLET hISG. FINISH NOTES: GENERAL NOTES: SATHROOM NOTES: DEMOL IONS: REMOVE EXISTING SCREEN ENCLOSURE t A%U 11INUM ROOF. CUTANO REMOVE CONCRETE PA11O, $ REAU►RED FOR NEW FOUNVA11ON5. • IWC . NEW ROCR,TO BE CONCRETE LEVEL WITH EXISTING HOUSE FLOOR INSTALL OWNERS CERAMIC RE • CEILINGS: NEW CEILINGS TO HAVE DRYWALL FINISH • INTERIOR WALLS: ALL NEW MO EXIS11NG WALLS IN ROOM AMMON TO RECEIVE GRYWAL.L AN<5}t. USE R. BOARD ON SURFACES TO RECEIVE 111.E. • EXTERIOR WALLS: S111(40 FINISH ON NEW MASONRY WALLS TO MATCH EXIS11NG TEXTURE ACAP. • INSU ATION: ADO MIN. 9-5 FOIL BACKED tNSU.ATION ON DRYWALL. SIDE. OF NEW MASONRY WALLS. A00 R-30 IN AT fl via/tat cum Cv MOTION. • ROOF: NEW ROOF TO BE APPROVED CEMENT TILE ROOFING SYSTEM TO CONFORM WI114 e4stlNG ROOF. • WINDOWS: PROVIDE APPROVED WHITE FINISHED ALUMINUM FRAME CaQNI,AI. WINDOWS AS INDICATED ON PLANS. S. FRE.J' i DQOtfi INSTALL: WHITE ALUMINUM MO DOOR ( LITl;) AND 51 0e uaiTS ( 5 OTT~ STORM SHUTTER% ,APPROVED STORM SHUTTERS WILL BE PROVIDED FOR ALL NEW OPENINGS AS PER AGREEMENT WITH OWNER. • WINDOWSUS'. , P R O M I S E MARBLE 31l LS At NEW WINDOWS. �► PAINTINGS: AS PER AGREEMENT BY OWNER PLUMBING: name WATER AND SEWER U? E5 FOR POWER ROOti AND INSTALL. OWNERS 19X111RES. CONNECT TO NEST EXISTING WATER MO SEWER A5 CODE ALLOWS. ELECTRKAIr: PR(NIDE DUPLEX WALL OUTLETS. UGHT OUTLETS AND • SW tQ )ES AS INDICATED ON PLAN. EXISTING ELECTRICAL PANEL 4 METER TO REMAIN AS 15. OWNER TO PAY AOQ111ONAl. FOR SERVICE MAST RELOCATION. OWNER TO PROVIDE CEILING FAN FIXTURES FOR CONTRACTOR TO INSTAL). MECHANICAL; EXTEND DUCTWORK FROM postiNG A/C SYSTEM INTO NEW ROOMS. OWNER TO REPLACE! EXISTING EQUPMENT A5 REQUIRED TO HANDLE NEW AND EXISTING LOADS, . • LANOSCAPINSt CONTRACTOR TO LEAVE THE SITE OLEAN ANO GRADED. ANY LANDSCAPING OR SOO NG BY OWNER. • PROVIDE MICA FINISHEO VANITY CA$INEt AND TOR ( OWNER TO SELECT COLORS ) • OWNER TO PROVIDE LAVATORY AND TOILET FIXTTRE3, F I(CONTRACTQII TO INSTALL • OWNER TO PROVIDE MIRRORED I DICINE CABINET OVER VANITY ANO LIGHT FIXTURE FOR CONTRACTOR TO INSTALL. • OWNER TO PROVIDE STANDARD BATHROOM ACCESSORIES. PAPER HOLDER d TOWEL, BAR, • INSTALL BATHROOM TILE TO BE MAXIMUM 3190 SO. FT. CERAMIC SELECTION MO INSTALL ON THE ENTIRE BATHROOM ROCK ANO4 1sT. HIGH' ON BATHROOM WALLS. AI.0 W At .0e • : EO IM EWOaz 4 e ► • WINGS stiALL COMPLY 1+11 ir.HE LATEST LGIt)QN3 Of AI,L•APPLICABEB CQQE3 ( NATIONAL STATE, Aiio COUNTY INCLUQtN 3 The SOUTH FLORIOA 8UItOING COOS. CON TRACTOO SHStL FYALLF. $11IVG QQt1OIT1oN9, Dtto ,,,...., MPA T QF NV, Wotr ON Tm11 EXI4T101 BiJ, ANO m 4 �� IT ANY Di4CRE.PANCIES. 1sISSION3.gKCOSiot tie CONTRAOtT9F0 TO �urwY 4th PL t1$ $ L Be TO nig ATTE,NI1QN 00 Om tMtrtE otA.TE1►Y CANT ICR LL RESPQNS1$1 TY FOR F.N '1Cc ERRORS OR SSI Nor REItORT>EQ PRIOR TO.PERfO1 M NG MA p ASa ca!: WORK OR WO REtATEO To 11, ma SAFETYQf T114. ►NQDcOF T,. CLE. Lv4.$9 CF THLIOEr $BAIL. 6E THI Ra$0ON41 1Y 901 nit 0�I T C ON A CTQia 40mtkAcToR TO � oRL4 AMA 4,Lf.Au-u0, ALTER COMPLETION df WORK, ANY oxsoo out, TQ CONSiFtyon}QN ft; e_ Ti ► SHAD. et AEPAtREO OR R $TORfQ TO Mt SATIS,AC,T1oH QF 111$ Uv4 G o N 41 . -- - z 0 >- v) 44 72 : 0 4 S RYIC t.'(* G, ioi RRST 1Q000 WATTS A/1001 10000 WATTS Ao?GONOITIONNr3 LOX) AT 1 Q�p °i • )00Q0 WATts ' REYt 4 d WO Af 0 !IP WATTS AQJU5TE0 LOADS 32923 WATTS WOW i).f 240 VG4 1"'3: 37.92.3 WATr!) 1312 At1P9 Fwyl MTI. Gt. lib f- Z4 0 0 G1?c� \YL ;rAc -I; - co 00 Z 1✓ ---'f oo Cn 1 - r 24 �N +4',g /F6f -- 4 (p, 4 r 24 SR wE4..) (aAt2A G, kVA TAM 00 2q r 4 vl L 1 t 4 MAY 1 . �rttlt�zv t�2q 4 1 $ i 1L1 1' 6sti 0 0. • FaMi t I=i -art Oki l ete • 1/ ocp iIG11l- l l�Y 1 FLOOt T'LAA L1 v I 1-16 ->* � -nt-It I-161 2� Sv} 1 I -+- 441.o - ~51,9 - fi's .. ch' °(u ab O t`AlST 14 (a t1241< Fivi et) I- 1 + 4 3.7 T 1(o.4 1 f Oc •RAILtI44 (.)1144 ivr p' '4 4x4 Iotiry ) ado R/ 1L5 , 4 2x2 1ICt<1~D tot.1 .4x4 Pviftr h To c aoc . LAI-j D 11 G f (/L) Y2 ° ek Exp14 aboL.14 'it 5'/2'' Lot-14• R/ ItLla`T() 1 1'561 50 lb LItJ' P lh►7 rVAL Vc c alp GuO1Miv To 1R1 ,Ib f 25 Ib V . /:% fcKGT`, Nit: \) S "o(; CE 4 'TILE tzoor . . 2x4 510. \Woo t7 RAJ L LNCj DUPLEX WALL OUTLET GROUNO FAULT OUTLET 3 FLOOR OUTLET SWITCH 3 WAY SWITCH DIMMER SWITCH INDICATED OUTLET WlI,P S WbL WiREO OIu�LEx Y W ALT. ns CUt.1 G" ' T1~ ' '' % ' L.AJ t.lt•ICa WINnOW . I■STALLATION NOTE ILy.St . tY W'uk1NO01VSTO 91.1 X 3 WO. BUCK BACK AUUcEJJANO MUD TO MASONRY OPENING. SEE WINDOW NOTICE OF ACCEPIANGE FOR MASONRY OPENING 91E9 MO ALCM FOR MAXIMUM V4' SHIM SPA M - BACK CAULK AND SECURE WOW uttr WITH 1/4° C(00510N RESISTANT CONCRETE SCREW ANCHORS Minot T 1 /4' EM$EOMENT INTO WONKY. SEE WINDOW NO11ce OF ACCEPTANCE FOR f QUtRED NUMEER OF FASTENERS. BURGLARY INTRUSION AND SECURITY NOTESt ELECTRICAL NOTES: ELECTRICAL. LEGEND (� RfEECESSEO LIGHT FIXTURE t:MT ELV 'l +'= ALL DOM AV WL' 4WS MUST CGt SLY %Mt 01APTER 36 OF TH$ S.F.8.C. TO NGLUGE SUt NOT U1TEO to Die MOM ,. OQG'Rs SHALL $11 E(AAPPEO WITH A COMAADON 004) u104 ANO 11AVENED P frO BOLT oEva K ao FROM QUTS+GE. 7. MN SOUS 94 L MY A SEYH.EQ. HAROENO MOS GUARD ON THE V(41401 S Of WO* MO CONNECTING SCFEW HE,4 9 SHALL NOT 81 EXPOSED. LOCKS $ 9 $E CAPA8L6I Of RE WINO A FCAGE OF 300 OS. iN Aw P REci1ON MO SMALL I(,I► 4 boar PossILI K! f CM/4.66:S. 4. JA 18s OFAL,L Ek1 ET 0P-50 W SWING NG COCR3 SHALL 88 R. 81 TED ANQ FA8 Q TEO TO PREYENt DEF Tit$ PURpOSr' OF TfiE ST1 KE . 5. ALL DXPQSEO 0008 0 maw 1 YNGE3 SHALL HAVE NQNr1 10`VA$I.rz FINS OR SHAM. B$ OP itirEaocKNG -511X1 JYP$ MO SUCH RING$ SHM..I HAVe NOM- POSE1 $GREVi(5 6: SWMING 000S OF SOUQ C,QRIf FLUSH GONSTI UCT)QN H UH T-S/C14 THICKI�SS. I. THE MIMI Wit AND THE NOV/ LW PARS Oil WINCilsitl DOOR$ To 114 DITEFIOR SHALL 88 PKAVE0 WITH t'A,R.101.1rr (1 tOCKS OR MOSE I04 WNW, iN$ERTS, dpi Wit Sie TliRQUV eat ANA crt*ER LOCK. 5U0NG GLASS COORS W EXMOOR WALLS %WI: 84 PRCN!(r'E01MTH SiANO CON DEM SDLTS. OR A eat OR PIN NOtt WY:MO F MHt E X I W o R . Al lit ,. iIMA&. Eta, QS MEMO tlUttJON *. raG'R5 TO 8E CONSTRUCTED tO PREVENT UFTif46 PANELS OFF THE TPACK \M 14 $ LOCKET) POSITION. . INTERIOR DOORS INSTALLED ON EAfliR00tt ANO aOSETS 1 St LIED VTR LOCKS 11UJT E UN- WGKASLE FA6t1 THE OWE. ALL ELECTRICAL WORK SHALL CoNfoRM TO TH t NEC MO LOCAL MONO GOOE3 ANO SHALL MEET ALL STAN.OAR15 REQUIREMENTS OF THE POWER ANO TOLEAHONICOMPANIES. ALL MATERIALS SHALL BLS NEW ANO DEAR UNDERWRITER'S LA$ELs WHIRR APPLICABLE ALL CoNOUO TO BB COPPER WITH TWIN INSULATION: MINIMUM WIRE SIZE TO BE 112 A.w.O. ALL LIGHT SWITCHES TO BE 4r 'wove FWISHEO FLOOR. ANO OUI1.3TS it UNLESS OTHERWISE MEtITIQNEo oir Pt.1W3. ALL FIXTURES ANO THEIR COMPONENTS SHALL S1! NEW UL- APPROVED ANO MEET ALL RE4VIREMENT3 FOR nie US8 OF WHICH TRAY ARE INTENDED. EXHAUST FAN CEIUNO FAN ( BRACED RECEPT. I CEILING UGH/ RECEPTACLE I� WALL aRACKET LIGHT RECEPT. Q 1 1QV' . SMQM(11 QETECTOR WITH BATTERY BACKUP ALL UNITS INTERCONNECTED TELEPHOkt airier TV OUTLET hISG. FINISH NOTES: GENERAL NOTES: SATHROOM NOTES: DEMOL IONS: REMOVE EXISTING SCREEN ENCLOSURE t A%U 11INUM ROOF. CUTANO REMOVE CONCRETE PA11O, $ REAU►RED FOR NEW FOUNVA11ON5. • IWC . NEW ROCR,TO BE CONCRETE LEVEL WITH EXISTING HOUSE FLOOR INSTALL OWNERS CERAMIC RE • CEILINGS: NEW CEILINGS TO HAVE DRYWALL FINISH • INTERIOR WALLS: ALL NEW MO EXIS11NG WALLS IN ROOM AMMON TO RECEIVE GRYWAL.L AN<5}t. USE R. BOARD ON SURFACES TO RECEIVE 111.E. • EXTERIOR WALLS: S111(40 FINISH ON NEW MASONRY WALLS TO MATCH EXIS11NG TEXTURE ACAP. • INSU ATION: ADO MIN. 9-5 FOIL BACKED tNSU.ATION ON DRYWALL. SIDE. OF NEW MASONRY WALLS. A00 R-30 IN AT fl via/tat cum Cv MOTION. • ROOF: NEW ROOF TO BE APPROVED CEMENT TILE ROOFING SYSTEM TO CONFORM WI114 e4stlNG ROOF. • WINDOWS: PROVIDE APPROVED WHITE FINISHED ALUMINUM FRAME CaQNI,AI. WINDOWS AS INDICATED ON PLANS. S. FRE.J' i DQOtfi INSTALL: WHITE ALUMINUM MO DOOR ( LITl;) AND 51 0e uaiTS ( 5 OTT~ STORM SHUTTER% ,APPROVED STORM SHUTTERS WILL BE PROVIDED FOR ALL NEW OPENINGS AS PER AGREEMENT WITH OWNER. • WINDOWSUS'. , P R O M I S E MARBLE 31l LS At NEW WINDOWS. �► PAINTINGS: AS PER AGREEMENT BY OWNER PLUMBING: name WATER AND SEWER U? E5 FOR POWER ROOti AND INSTALL. OWNERS 19X111RES. CONNECT TO NEST EXISTING WATER MO SEWER A5 CODE ALLOWS. ELECTRKAIr: PR(NIDE DUPLEX WALL OUTLETS. UGHT OUTLETS AND • SW tQ )ES AS INDICATED ON PLAN. EXISTING ELECTRICAL PANEL 4 METER TO REMAIN AS 15. OWNER TO PAY AOQ111ONAl. FOR SERVICE MAST RELOCATION. OWNER TO PROVIDE CEILING FAN FIXTURES FOR CONTRACTOR TO INSTAL). MECHANICAL; EXTEND DUCTWORK FROM postiNG A/C SYSTEM INTO NEW ROOMS. OWNER TO REPLACE! EXISTING EQUPMENT A5 REQUIRED TO HANDLE NEW AND EXISTING LOADS, . • LANOSCAPINSt CONTRACTOR TO LEAVE THE SITE OLEAN ANO GRADED. ANY LANDSCAPING OR SOO NG BY OWNER. • PROVIDE MICA FINISHEO VANITY CA$INEt AND TOR ( OWNER TO SELECT COLORS ) • OWNER TO PROVIDE LAVATORY AND TOILET FIXTTRE3, F I(CONTRACTQII TO INSTALL • OWNER TO PROVIDE MIRRORED I DICINE CABINET OVER VANITY ANO LIGHT FIXTURE FOR CONTRACTOR TO INSTALL. • OWNER TO PROVIDE STANDARD BATHROOM ACCESSORIES. PAPER HOLDER d TOWEL, BAR, • INSTALL BATHROOM TILE TO BE MAXIMUM 3190 SO. FT. CERAMIC SELECTION MO INSTALL ON THE ENTIRE BATHROOM ROCK ANO4 1sT. HIGH' ON BATHROOM WALLS. AI.0 W At .0e • : EO IM EWOaz 4 e ► • WINGS stiALL COMPLY 1+11 ir.HE LATEST LGIt)QN3 Of AI,L•APPLICABEB CQQE3 ( NATIONAL STATE, Aiio COUNTY INCLUQtN 3 The SOUTH FLORIOA 8UItOING COOS. CON TRACTOO SHStL FYALLF. $11IVG QQt1OIT1oN9, Dtto ,,,...., MPA T QF NV, Wotr ON Tm11 EXI4T101 BiJ, ANO m 4 �� IT ANY Di4CRE.PANCIES. 1sISSION3.gKCOSiot tie CONTRAOtT9F0 TO �urwY 4th PL t1$ $ L Be TO nig ATTE,NI1QN 00 Om tMtrtE otA.TE1►Y CANT ICR LL RESPQNS1$1 TY FOR F.N '1Cc ERRORS OR SSI Nor REItORT>EQ PRIOR TO.PERfO1 M NG MA p ASa ca!: WORK OR WO REtATEO To 11, ma SAFETYQf T114. ►NQDcOF T,. CLE. Lv4.$9 CF THLIOEr $BAIL. 6E THI Ra$0ON41 1Y 901 nit 0�I T C ON A CTQia 40mtkAcToR TO � oRL4 AMA 4,Lf.Au-u0, ALTER COMPLETION df WORK, ANY oxsoo out, TQ CONSiFtyon}QN ft; e_ Ti ► SHAD. et AEPAtREO OR R $TORfQ TO Mt SATIS,AC,T1oH QF 111$ Uv4 G o N 41 . -- - z 0 >- v) 44 72 : 0 4 Kf i tt �LL N O r L1 oq2 Ibs 7 A l7 • LAt1QIN(, 2•cl 51 I55gWW Th99e* Q 24 ..0 C i c a g T x - rr i', 5 boo F IRAQ 4 tiOcW fttiviz T vim/Jr ¢" Glir I(v xtc�' woc., r-`t ' "2:vTcz I lig() 10 9 d 24 o(c OVO1t Iro'o1✓ Ah Reg' t? - f0 fly(. IkJ 9ovtDE 2X4 GLf f CLIP 'NctlOgED -g; 1�xt `112 �JhSES 4tj N .6I t 9 cItotzv To 1. 1a~r @ I2 T "o(G. I/411 ' o 14 r r l7 Ci 0 b-fv c.4114 �-' coo.rt1~Tr ' L A V \/f ((X(9 *1ojR7 \AV --. D! J V., /t-t. COMP FI L L 15NOV SLA? fZ rOC)11I4 1 2 cVYf 4% -d i J'z I d- o S'-4's 4 ' - 2`• 1 4I-40 •�'- (U'' '. rouwDAs - F'LI6, tJ 1 14.'- i DESIGN VELOCITY PRESSURE ; q = 20.3 psf PRESSURE AND FORCE COEFFICIENTS; Cp dt GCpi ; Cp (ENCLOSED AREAS ) _ -.7 ( AS PER FIG 0 2 ) GCS +1 .23 ( AS PER TABLE 0 9 ) "0 CN vt:Qlri 1111; --fbJ To Pa4.111-1w(.1 SOwER LIrIS NI%T21; otZ _ C.O. i ; :' •''J°Vr*k \ (Cx F Lcotz. DESIGN CRITERIA : • HEIGHT TO BOTTOM OF SOFFIT : 0 -1 3 FEET • BUILDING CAEGORY ' I • • EXPOSURE CATEGORY ' C • GUST RESPONSE FACTOR ; Gb = 1.32 ( TABLE /1 8 ) • I(z = .8 ( TABLE 6 ) EXPOSURE "C' V4QToRED WIND LOAD (PSF) ; q : (1. loot _ q ( (Gh x Cp) t GCpi r':of = 27.3 ( ( 1.32 x .7 ) +.23 1 I roof 32.0 psf ACTUAL ROOF DEAD LOAD 12.0 psf N.g't UPLIFT LOAD (MY); U : U roof = q roof X 150% - DL U roof : 36 psi PLUMBING NOTES: ALL. PLUMBING WORK TO B! DONE H ACCORDANCE WITH ALL STATE AND LOCAL WOES AND ORDINANCES PROVIDE SHUT-OFF VALVES FOR ALL FIXTURES AT LOCATION. ALL FIXTURES AND FAUCETS TO KIT REQU1REMEM3 FOR WATER CONSERVATION AS PER S.f.B.C. CHAPTER 4e. ALL PIPING SWILL BE NEW ANO AS FOLLOWS: ALL BUILDING DRAINS TO SLOPE A MR OF 1/1' UF. FOR PIPE SIZE 3` OR LARGER AND 114' FOR PIPE SIZE Y . oR sMALLrR. WATER UNES RUN UNDER FLOOR SUBS SHALL B CONTIMIOUS WATHOUT FITTINGS. EXTEND VENT PIPES MW. r ABOVE F*N(SIEO ROOF AND FUSH WITH LEAO. --- DV6 tbeldi4 Q1.1V.Ir4Q OAR_ CALjULAIION4 ( AS PER ANSI / ASCE 1-88 MO S.F.B.C. J SANITARY DRAINAGE PVC solo 40 VENT PIPING PVC SCHD: 4$ CONDENSATE PIPING PYC SCHO. 40 DOMESTICS WATER iO1R1E0) TYPE' k' SOFT COPPER DOMESTIC WATER (UNBURIED) TYPE • L' HARD COPPER fi STRUCTURAL NM: SOIL: ON SITE OBSERVATION REVEALS UNDISTURBED ROCK ANO SAND CAPABLE 0 SUPPORTING A DESIGN LOAD OF 2000 P.S.F. DESIGN LOADS: THE STRUCTURE AS PROPOSED ON PlAN31S DESIGNED IN ACCOROAM WITH THE SOUTH FLOWOA BUILDING CODE ( WARD CO. EDITION) ALL NEW LOADS AS DISTRIBUTED BY THE NEW FOUNDATIIONANO SLAG TO 17 -IE SOS. WILL BE LESS THAN 2000 P.S.F. • ILL: • STEEL: • CONCRETE: UNLESS OTHERWISE NOTED ON OAS ALL CONCRETE SHALL R'EA04 ITS REQUIRED COMPRESSIVE STRENGTH IN 28 PAYS WHICH SHALL BE ZOO P.S.I. FOR FOOTINGS MO SIASS AND 3000 P.S.I. FOR COLUMNS ANO BEAMS. • LUMBEI ALL W000 N CONTACT WITH MASONRY TO BE PRESSURE TREATED OR PROTECTWMTH AN APPROVED BARRIER ALL STRU %TIjRAL LUMBER TO BE A MINIMUH Of 1000 P.S.G. EXTREME FIBER MS IN BENDING. • FASTENERS: ALL SEWING DIES TO BE DADE COUNTY APPROVED AND SUITED FOR EACIN APPLICATION. ALL NAIL5 AND FASTENERS EXPOSED TO CONCRETE OR WEATHER SHALL BE GALVANIZED OR APPROVED FOR EXTERIOR U. . COLUMN SCHEDULE REMOVE I u ORGANIC MOMS IN AREA OF CONSTRUCTION. FILL REQIJ *O, SHALL. BE DEPOSITED IN LAYERS OF NO/ MCR& THAN 12 INCHES AT al ANO COMPACTED TO 95% MAX. DENSITY. ALL REINFOPZING STER SHALL CONFORM TQ ASTH A-6;5. GRADE CO SPECIFiC.A1 NS, ALL RE -BARS SHALL HAVE A MIN. CONCRETE COYER OF 3 INCHES FOR FOOTINGS AND SLABS. MO 2 INCHES FOR BEAMS MO COLUMNS. 8' X 8• CONCRETE STARTER COLUMN W/ 2$5 STEEL RODS HOOKED MIIN. IX INTO PE BEAM MO FOOTING. MIN. W SPUCE OVERLAP 8' X 7 COINCRETE TIE CQLU11N W/ 4- $5 STEEL ROOO HOOKED MIN. l8' INTfO TI BEAN ANO FOOTING. PROVIDE $2 STEEL COLUMN HOPS VERTICALLY SPACED)70/C. MIN. le SPVCE (NERLAP. T. #5 srEe.eoLtrisctioFttEp KOCK CAVITY MO HOMO V MI F N. . 1 / 8� INTTTO V1 ANT) F001 tia P1lN: 30' Ga MAP FOR a0 Al • 0 100. 4- b5P E l-1. x I . r m wJ E•maT tIa'L- rtovsr, cuaMgt'4T laocap GNE J 9O 6 PAW ULA 5LATt *-10r W 1!:066 be 6a0FIT T1N cAr r" eo- M' 't°><t . t4o o f A,44 EP'W-1C. 0. Mt 4. I ?bfi. GRJNOE V■114104 14- l •a /C 4 4 !� f )-t"61.} Awl 'root= 8 e '.4 6b1 rmc4A C 4 LY. 1:) 11 604to i1W i Ak{SDu. TAP 12 w/ 1:,d► TRUhti (14 540 I , up1.1pT) 1 0 �o'Ms91ALT ( 4LL( i,`) II" dattc. -r1 >b, w/ 4 -44 95 . cot4T. vi 4 4 7 No uP To 4 FT domOOTt Atm, 2-#5* cOti t4 O "FT: IWIffi Q 1(0 4,-- T-tt 1` 6YP U b '1 il° 1rJi 114?1At.t.ep ziocs1t7 EOt4� tAc eD Il�.tgv`i fT l) 4 iz Ett t b LXP'N • MILL. GC t1GC TE c) / /‘;')(6, ` (O /IO k`Axitvi OI4r C >4 COMP/tiGT P PILL I(/)41d co46Qfit: m1' w/ 2 0 ( P#4h*4*Li 'fib CO(I fr ►) T`f Pf SAL \\/411 6 TION1 L�� L .orb cl 4 to ' A JVIt - RAT or MIAMI S E�oRE SEcT I O tJ N 4 I� -. 14 rhcv 40. -- A1'e tR ,i o 124 art) I v ey (a `' 1t- 1 )0 AWL. hJ 5U tATic t I ►I GPal ttr1141 5 R1